EP1218596B1 - Stahlbetonfertigteilplatte - Google Patents

Stahlbetonfertigteilplatte Download PDF

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Publication number
EP1218596B1
EP1218596B1 EP00962509A EP00962509A EP1218596B1 EP 1218596 B1 EP1218596 B1 EP 1218596B1 EP 00962509 A EP00962509 A EP 00962509A EP 00962509 A EP00962509 A EP 00962509A EP 1218596 B1 EP1218596 B1 EP 1218596B1
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EP
European Patent Office
Prior art keywords
assembled plate
assembled
precast
joint
steel rods
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
Application number
EP00962509A
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German (de)
English (en)
French (fr)
Other versions
EP1218596A1 (de
Inventor
Dieter Reichel
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Max Boegl Bauunternehmung GmbH and Co KG
Original Assignee
Max Boegl Bauunternehmung GmbH and Co KG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of EP1218596A1 publication Critical patent/EP1218596A1/de
Application granted granted Critical
Publication of EP1218596B1 publication Critical patent/EP1218596B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
    • E01C5/08—Reinforced units with steel frames
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/40—Slabs; Blocks; Pot sleepers; Fastening tie-rods to them
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005—Making of concrete parts of the track in situ
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
    • E01B3/34—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement with pre-tensioned armouring or reinforcement
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/09—Ballastless systems
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/10—Making longitudinal or transverse sleepers or slabs in situ or embedding them

Definitions

  • the invention relates to a prefabricated reinforced concrete slab according to the preamble of patent claim 1 and to a method according to the preamble of claim 22.
  • a generic precast concrete slab is known from DE 197 33 909 A1.
  • the precast reinforced concrete slab is intended to create a slab construction, in particular a fixed track for high-speed rail transport.
  • the reinforced concrete precast slab at least two steel rods extending in the longitudinal direction of the plate and projecting over their two end faces are arranged.
  • Each steel bar is immovably anchored at only one point in the precast concrete slab and otherwise freely stretchable.
  • a Dehnddle is provided, which always has the length of each precast concrete slab and consequently exerts a large clamping force on the introduced in the butt joint concrete.
  • the method further proposed in this DE 197 33 909 A1 for producing a panel composite construction, in particular a solid Roadway for high-speed rail transport is that first the ends of the steel bars are positively connected to each other, and that thereafter, the two mutually adjacent reinforced concrete precast concrete slabs are pressed apart with a defined force of the steel bars away from each other. In this position, the precast concrete slabs are kept and filled the entire butt joint between the two adjacent end faces of the reinforced concrete precast slabs with a solidified filler. Subsequently, the defined force is released and the filling material is clamped by the now occurring clamping force of the steel rods.
  • a method for producing a grid or plate composite construction of pre-stressed precast concrete parts is known.
  • the joints between the precast concrete elements are prestressed after joining and aligning the precast concrete elements.
  • For prestressing tendons project from the precast concrete elements with which a connection between adjacent precast concrete parts is made.
  • the resulting joint is pressed apart by means of a pressing device, introduced into this joint a mass as joint filling and only after hardening or setting of the joint filling, the pressing device relaxed and removed. After setting this mass are turnbuckles, which were placed on the tendon ends tightened with a controlled force.
  • the filled joints come thereby under bias. Subsequently, the concrete slabs are underfilled or underpressed.
  • Object of the present invention is to avoid the disadvantages of the prior art and in particular to ensure a precise alignment of the reinforced concrete precast slabs.
  • the predetermined breaking point is a dummy joint extending transversely to the longitudinal direction of the precast slab, then the predetermined breaking point can be produced in a simple manner already in the cast of the precast slab. Through the dummy joint, the thickness of the precast slab is reduced at this point. Cracks then arise in the immediate vicinity of this dummy joint and can therefore be checked specifically for their size. The condition of the precast slab is thus easy to control.
  • the anchoring of the steel rod is provided approximately 50 cm away from the end face of the precast slab.
  • a sufficient length of the steel rod is given to stretch it according to the requirements for a permanent connection of multiple precast slabs.
  • a compressive force is applied to the joint, which can cause ingress of water and thus destruction of the joint or the concrete.
  • the steel rod in the region between the end face of the precast slab and the anchoring of a pipe or hose, in particular of a shrink tube is sheathed.
  • the anchor point of the steel rod is again in the first segment of the precast slab. From this anchor point to the end of the steel rod, the steel rod is then stretched relative to the precast slab.
  • a safe corrosion protection in the non-concreted area also provides a so-called Tenso-binder.
  • the sheath of the steel rod has a larger inner diameter than the outer diameter of the steel rod, sliding of the steel rod within the sheath is possible.
  • the sheath is firmly connected to the concrete, while the steel rod is stretchable within the sheath.
  • sliding between concrete and shrink tubing is possible.
  • fastening means for connecting the steel rod of one precast slab to a steel rod of the adjacent precast slab are easy to introduce.
  • the bag also allows that the tension of the steel bar is sufficiently large.
  • the underside of the precast slab thus forms substantially a straight line along the end face of the precast slab, so that corresponding sealants are easy to design. Moreover, with this straight-line end edge, it is easier to seal the bottom casting and less sealing material is required.
  • the bag has an undercut in plan view, then when pouring the bag, for example, with concrete an additional Verkrallung produced the adjacent prefabricated panels.
  • the bag thus causes a vertical fixation of the precast panels together, so that an additional security against unintentional displacement of the precast panels is provided to each other.
  • a potting compound can be introduced in a defined manner between the two precast slabs.
  • the underside of the end face of the precast slab has essentially a rectilinear course and / or the top alternately has narrow and wide joints, then on the one hand a good sealing of the lower casting below the precast slab and, on the other hand, an easy mounting of the clamping device for the steel bars.
  • a connecting means for connecting the steel rod of a precast slab to the steel bar of the adjacent precast slab can be arranged.
  • the assembly of precast panels is much easier.
  • the accessibility of the connecting means is relatively easy in an optionally required disassembly of the precast slab.
  • the precast slab can be precisely adjusted in height to the required extent.
  • adjustment devices in particular spindles, are arranged on the precast slab.
  • the prefabricated slab is made of fiber-reinforced concrete, then part of the conventional reinforcement can be dispensed with. In addition to this advantage, there is the further advantage of smaller crack widths.
  • a Untergußmasse in particular a bitumen-cement mortar is introduced between the precast slab and the substrate.
  • This viscous Untergußmasse is introduced through filling openings in the precast slab from above or laterally from the edge of the plate into the cavity between precast slab and substrate.
  • the curing of this Untergußmasse is largely independent of temperature, i. that the precast plate cures independently of the outside temperature in the previously precisely aligned position. The fine adjustment of the precast plate thus remains largely intact.
  • a sealing element in particular an elastic, preferably porous, plastic
  • the sealing element is on the one hand so elastic that it still has contact with the underside of the precast panel and the top of the substrate at a height adjustment of the precast panel for the alignment of the precast panel.
  • leakage of the lower nozzle is avoided.
  • Even with the partially required inclinations of the roadway, a reliable pouring of the substrate is effected with the help of these particularly advantageous sealing elements.
  • sealing elements which are a rubber mat, in particular neoprene or a sponge.
  • the elements can either be left in their place after hardening of the lower casting or used for reuse when pouring another prefabricated slab.
  • a sponge moreover, it is made possible that air is forced through the sponge by means of the potting compound and thus does not lead to inclusions under the precast slab.
  • spacers are arranged in the area of the joints, then, instead of the grouting of the narrow joint, fixing of the adjacent precast panels can also take place in order to be able to tension the steel rods.
  • the spacers can be arranged in the region of the narrow or wide joint.
  • the joint can be poured particularly advantageous in one piece.
  • the spacers are used to hold the precast slabs after the trimming and before and after the clamping of the steel bars in the fine-set position.
  • the spacers are advantageously wedges that can be adjusted to the exact distance position.
  • the precast slab is first filed and finished fine. Subsequently, the finely finished precast slab is underpoured with a Untergußmasse and connected after curing of the lower casting the precast slab on the casting of the joint and connecting the steel rods with the adjacent precast slab.
  • a highly accurate production of a composite plate construction is effected in an inventive manner. Unlike in the prior art, the single precast slab is first brought into its exact position and largely fixed in this position.
  • Another significant advantage is that when a precast panel is damaged, for example when derailing a train, individual prefabricated panels can be removed from a composite panel construction and replaced with a new precast panel.
  • a ease of assembly is achieved with the manufacturing method according to the invention, which includes great advantages not only in the initial assembly, but also in the repair.
  • the steel rods are stretched to connect the adjacent precast slabs. This creates a tension between the adjacent prefabricated panels, which an additional positional fixation and ensures watertight connection of a joint between the prefabricated panels.
  • narrow joints and wide joints are provided at the pile butt, it is particularly advantageous if first the narrow joints are potted with a potting compound, then the steel rods are stretched and finally the wide joints are closed. As a result, a uniform load on the precast plates and the potting compound is effected.
  • bituminous cement mortar is viscous and on the one hand suitable to completely fill the gap between precast plate and substrate as possible without blistering. On the other hand, it causes a good connection with the precast slab and also with the substrate, which is often a hydraulically bound support layer or an asphalt base course. Through this bitumen-cement mortar exact fixation of the precast plate is effected on the ground and fixed before the introduction of the Untergußmasse finished part plate in position.
  • an elastic, in particular porous, sealing element is used as the formwork for the lower casting, a particularly simple, economical and efficient sealing of the intermediate space between the precast plate and the base is obtained.
  • the sealing element prevents the inflow from flowing out of this intermediate space.
  • the formwork can be designed before the fine adjustment, in particular before the laying of the precast plate. Due to its elasticity, it adapts to the gap between the precast slab and the substrate even during fine straightening and causes a sealing of the cavity.
  • the precast panel used as a carrier for rails it has been found to be particularly advantageous that the rails are clamped on the precast slab in rail fasteners before the fine finishing of the precast slab. After the rails are decisive for the orientation of the precast slab, this is particularly advantageous because of any inaccuracies can be compensated in the rail fasteners.
  • the spacers are arranged in the region of the narrow joints and / or the wide joints, there is a good support of the spacers on the two precast slabs.
  • the spacers can be relaxed or removed.
  • FIG. 1 a part of a precast concrete slab 10 is shown in plan view.
  • the precast panel 10 has a plurality of bumps 12 in this embodiment.
  • a continuous band or a concrete channel is possible, which is continuous or interrupted.
  • the bumps 12 are arranged in the longitudinal direction of the precast panel 10 in two rows, whereby they can be used in the use shown here for fastening rails for example high-speed railways.
  • a rail 30 is attached in each case.
  • the rail 30 is fastened to each hump 12 with fasteners 31, which are shown only symbolically here.
  • the fasteners 31 can be fixed as needed in prefabricated dowels 32 or corresponding holes.
  • two bumps 12 are each arranged on a segment of the precast panel 10.
  • the individual segments are separated by dummy joints 15.
  • the dummy joints 15 act as predetermined breaking points in which unavoidable small cracks of the reinforced concrete precast slab 10 are produced specifically in the precast slab 10. Targeted by this These spots resulting cracks the remaining reinforced concrete precast panel 10 is largely spared by cracks and is thus stable executable, as well as easy to check on their condition.
  • the structure of the precast concrete slab 10 must therefore be chosen such that the cracks actually arise in the region of the predetermined breaking points or dummy joint 15.
  • precast panel 10 In addition to the usual reinforcement of the precast panel 10 several tensile or steel bars 19 are arranged in the precast panel 10, which are laid in the longitudinal direction.
  • the steel rods 19 which act as tie rods in the precast panel 10 extend from one end of the precast panel to the other end of the precast panel 10. At the end faces 17 of the precast panel 10 they protrude from the concrete surface and, as will be described in detail later, be connected to the adjacent precast slab or their steel bars.
  • the end face 17 has a substantially straight edge passing through, as well as two recesses or pockets 24 in this embodiment.
  • the pockets 24 are recesses with respect to the rectilinear end face 17 in which the steel bars 19 protrude from the concrete surface.
  • the pockets 24 also have (shown in dashed lines) undercuts, which additionally improve the stability of the connection of the precast panel 10 with the adjacent prefabricated panel, not shown.
  • the subsequent pouring of the joints between two precast panels 10 is more durable to accomplish, since the ingress of water is prevented inter alia by these undercuts.
  • the prefabricated panel 10 has a plurality of filling openings 13 (only one shown here). Through these filling openings 13 a Untergußstoff is introduced under the finished finished precast plate 10.
  • Figure 2 shows a portion of a section transverse to the longitudinal axis of the precast panel 10 and its background.
  • bumps 12 are again arranged, on which the rail 30 is arranged with fasteners 31.
  • the fasteners 31 are fixed in dowels 32, which are incorporated in the precast panel 10.
  • the precast concrete slab can be made in the conventional manner with the usual reinforcement.
  • the precast plate 10 is made with fiber concrete.
  • fiber concrete are steel fibers, which give the precast panel 10 a high strength.
  • the steel fibers can thereby be bent, wound or have another shape, with which they support the entanglement in the concrete. This makes it possible to obtain a very strong reinforced concrete for the precast slab 10, which in particular in the edge regions or in the areas in which the fasteners 31 are fixed, have a particularly high strength and durability.
  • spindles 37 For aligning the precast plate 10 in the required position several spindles 37 are arranged on the precast plate 10.
  • the spindle 37 acts in a conventional manner with a nut 39 together so that the precast panel 10 is aligned in height.
  • the spindle 37 is supported on a support plate 38 from to find a solid and consistent surface to the plate 10 to level in height.
  • the spindle 37 extends in this embodiment through a recess in the precast panel 10 therethrough to allow a large adjustment.
  • an elastic formwork 41 is designed in the edge region of the precast slab 1.
  • This formwork 41 serves to prevent a cast after the precast panel 10 under the precast panel 10 underfill 42 to run out.
  • the preferably viscous Unterguß 42 is thereby under the formwork 41 held the precast plate 10.
  • the formwork 41 is preferably an elastic plastic part. In particular, sponge-like materials with coarse pores or neoprene or similar plastics have proven to be advantageous.
  • the formwork 41 may either remain at this point after curing of the lower casting and thus cause a certain moisture protection. If the formwork is to be used for further lower casings, then it is also possible to extract this formwork 41 under the precast panel 10 and reuse it.
  • the precast panels 10 are accurately aligned by means of the spindles 37 and nuts 39 in height. Essentially, the steel bars 19 of the two precast panels to be joined are aligned with each other in their longitudinal axis. ( Figure 3a).
  • the precast plate 10 is under-poured with a lower casting 42 via the filling openings 13.
  • the lower casting 42 preferably consists of a bitumen-mortar concrete.
  • the lower casting 42 connects the precast plate 10 with the hydraulically bound support layer 45 prepared below.
  • the narrow joints 26 between the two plates 10 are poured with a potting compound, preferably concrete (FIG. 3b).
  • the casting can be done only in the region of the joints 21 of the precast plate 10, or fill the lower area between the prefabricated panels 10, in which then the wide joints 27 are upwards.
  • the steel rods 19 are connected together by means of turnbuckles 25 and stretched. This creates a pressure on the potting compound 25 in the narrow joints 26 and thus effectively prevents ingress of water.
  • the previously performed exact alignment of the precast panels 10 during clamping of the steel bars 19 is not changed again, since they are on the potting compounds 25 is supported and fixed with respect to the substrate by means of the lower casting 42 ( Figure 3c).
  • the wide joint 27 can be closed to prevent corrosion (FIG. 3d).
  • This closure can also be done by introducing a potting compound 25, for example concrete.
  • a removable cover can also be provided here.
  • a firmer connection of the two prefabricated panels 10 takes place by the casting of the wide joint 27, since an additional toothing of the prefabricated panels 10 takes place with a corresponding design of the wide joint 27.
  • FIGS. 3a to 3d The procedure for the connection of the two prefabricated panels 10 has been illustrated in FIGS. 3a to 3d without a rail 30 being constructed. If the precast slabs are used for high-speed rail traffic, then it is advantageous if the rail 30 is already constructed for aligning the precast slabs 10, since the rail 30 is decisive for the orientation of the precast slabs 10.
  • FIG. 4 shows in more detail the joint of the two prefabricated panels 10 prepared up to the step of FIG. 3c.
  • the precast plates 10 are cut lengthwise in the region of the steel bars 19.
  • the prefabricated panels 10 are arranged on a lower casting 42, which is supported on a hydraulically bound support layer.
  • the formwork 41 prevents the lower casting 42 from being poured out of the area of the prefabricated panel 10 during the casting or pressing of the precast panel 10.
  • the prefabricated panel 10 has bumps 12, on which with fasteners 31, the rail 30 is attached. At regular intervals 10 dummy joints 15 are arranged in the precast panels, which represent predetermined breaking points for the precast panel 10.
  • dummy joints 15 are arranged in the precast panels, which represent predetermined breaking points for the precast panel 10.
  • the steel bars 19 are largely firmly anchored in the precast panel 10. Only in the area from the dummy joint 15 to the end of the respective precast panel 10 of the steel bar 19 is not connected to the concrete of the precast slab and thus freely stretchable.
  • the steel rod 19 is in a tube 20, which prevents a connection of the steel rod 19 with the concrete of the precast panel 10.
  • the narrow joints 26 are filled with a potting compound 25.
  • the steel bars 19 are connected to each other by means of a turnbuckle 28 and stretched.
  • the elongation causes the steel rods are stretched in their free-moving area in the respective tube 20 and thus cause a bias.
  • the potting compound 25 is pressed or the composite structure stabilized, so that the penetration of water is prevented in the joints.
  • the precast panels 10 are pressed firmly on the potting compound 25 together.
  • Characterized in that the steel rod 19 is movably mounted only in the area between the dummy joint 15 and the end of the precast panel 10 is reliably effected that the dummy joint 15 is not bridged with a compressive force and thus loses its function.
  • the force on the concrete body is introduced only in the last segment, namely between the dummy joint 15 and the end of the precast panel 10 via the steel bars 19.
  • the lower casting 42 may be removed in the event that the plate or the base sinks in the course of use of the plate. That happens in that the lower casting 42 is pierced transversely to the longitudinal direction of the plate. In the borehole a saw, in particular a sawing wire is inserted and sawn through the underside under the plate. For example, with spindles, the plate can then be aligned again exactly and re-cast.
  • FIG 5 the plan view of a joint joint between 2 prefabricated panels 10 and 10 'is shown.
  • spacers 50 are arranged.
  • the spacers 50 are each located in the region of a narrow gap.
  • 2 spacers 50 ' may be provided in the area of the wide joints. In each of the embodiments it is ensured that the fine-finished state of the precast plates 10 and 10 'is maintained during the tensioning of the steel bars.
  • FIG. 6 shows a plan view of a spacer 50.
  • the spacer 50 consists of a respective base plate 51 which is fixed to the precast panel 10 and 10 '.
  • This base plate 51 may either be cast in the prefabricated panel 10, 10 'or subsequently attached.
  • One of the base plates 51 has guides 52 for a wedge 53.
  • the wedge 53 is inserted into the guides 52 between the two base plates 51 when the precast plates 10 and 10 'are aligned.
  • FIG. 7 shows a side view of the spacer 50.
  • the prefabricated panels 10 and 10 ', which are located on the lower cast 42 and the support layer 45 are held by means of the wedge 53 at a defined distance. This distance is permanently fixed after the bracing of the steel bars by the joint is poured with a potting compound 25. After curing of the potting compound 25, the position of the precast plates 10 and 10 'fixed to each other permanently.
  • the wedge 53 may be removed as needed and used for the next joint kick.
  • the sealing compound 25 may be at least temporarily recessed in the region of the spacer 50. After curing of the other potting compound 25, the entire spacer 50 can be removed from the joint joint together with the wedge 53 and used for a further connection point.
  • the use of the spacers allows an immediate application of the tensile force on the steel bars and a later common casting of wide and narrow joints. This is particularly advantageous when unfavorable temperature and climatic conditions are given for the casting of the joint. It can be waited for the final pouring of the wide and narrow joints a more favorable temperature and a suitable climate, so that an optimal processing of the material is given.
  • the present invention is not limited to the illustrated embodiment.
  • the prefabricated panels 10 can also be used for other than the described applications.
  • the steel bars 19 can be prevented from joining in a different manner to the concrete of the precast panel 10 in the last segment.

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Road Paving Structures (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Bridges Or Land Bridges (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Laminated Bodies (AREA)
  • Railway Tracks (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Silicon Compounds (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Crushing And Pulverization Processes (AREA)
EP00962509A 1999-10-06 2000-09-20 Stahlbetonfertigteilplatte Expired - Lifetime EP1218596B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19948003 1999-10-06
DE19948003A DE19948003A1 (de) 1999-10-06 1999-10-06 Stahlbetonfertigteilplatte
PCT/EP2000/009188 WO2001025538A1 (de) 1999-10-06 2000-09-20 Stahlbetonfertigteilplatte

Publications (2)

Publication Number Publication Date
EP1218596A1 EP1218596A1 (de) 2002-07-03
EP1218596B1 true EP1218596B1 (de) 2006-04-05

Family

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Application Number Title Priority Date Filing Date
EP00962509A Expired - Lifetime EP1218596B1 (de) 1999-10-06 2000-09-20 Stahlbetonfertigteilplatte

Country Status (25)

Country Link
US (1) US7556208B1 (hr)
EP (1) EP1218596B1 (hr)
JP (1) JP3829091B2 (hr)
KR (1) KR100692497B1 (hr)
CN (2) CN100570057C (hr)
AT (1) ATE322579T1 (hr)
AU (1) AU773566B2 (hr)
BG (1) BG64131B1 (hr)
BR (1) BR0014462A (hr)
CA (1) CA2387698A1 (hr)
CZ (1) CZ295073B6 (hr)
DE (2) DE19948003A1 (hr)
EA (1) EA003179B1 (hr)
EE (1) EE200200177A (hr)
ES (1) ES2260052T3 (hr)
HR (1) HRP20020284B1 (hr)
HU (1) HUP0202735A2 (hr)
IL (1) IL148754A (hr)
PL (1) PL208006B1 (hr)
PT (1) PT1218596E (hr)
SK (1) SK287688B6 (hr)
TR (1) TR200200900T2 (hr)
UA (1) UA71642C2 (hr)
WO (1) WO2001025538A1 (hr)
YU (1) YU21502A (hr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201900003219A1 (it) * 2019-03-06 2020-09-06 Wegh Group S P A Sistema di sostegno di un tratto di binario

Families Citing this family (31)

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Publication number Priority date Publication date Assignee Title
DE10216573B4 (de) * 2002-04-13 2013-04-04 Max Bögl Bauunternehmung GmbH & Co. KG Verfahren zur Lagerung eines Betonbauteiles und Feste Fahrbahn
DE10314926A1 (de) * 2003-04-01 2004-10-14 Max Bögl Bauunternehmung GmbH & Co. KG Verfahren und Richthilfe zum Einrichten der Lage einer Betonfertigteilplatte sowie Betonfertigteilplatte
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