WO2002012629A1 - Vorrichtung zur kraftschlüssigen befestigung einer konsole und einem trägergrundkörper - Google Patents
Vorrichtung zur kraftschlüssigen befestigung einer konsole und einem trägergrundkörper Download PDFInfo
- Publication number
- WO2002012629A1 WO2002012629A1 PCT/EP2001/009010 EP0109010W WO0212629A1 WO 2002012629 A1 WO2002012629 A1 WO 2002012629A1 EP 0109010 W EP0109010 W EP 0109010W WO 0212629 A1 WO0212629 A1 WO 0212629A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tension member
- support element
- base body
- console
- bracket
- Prior art date
Links
- 238000005260 corrosion Methods 0.000 claims description 7
- 230000007797 corrosion Effects 0.000 claims description 7
- 239000011150 reinforced concrete Substances 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 3
- 239000011178 precast concrete Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 238000004026 adhesive bonding Methods 0.000 claims 1
- 238000007373 indentation Methods 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 description 11
- 125000006850 spacer group Chemical group 0.000 description 6
- 239000004793 Polystyrene Substances 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 3
- 238000005339 levitation Methods 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 229920002223 polystyrene Polymers 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 239000011513 prestressed concrete Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B25/00—Tracks for special kinds of railways
- E01B25/30—Tracks for magnetic suspension or levitation vehicles
- E01B25/32—Stators, guide rails or slide rails
Definitions
- the invention relates to a device for the non-positive fastening of a console to a carrier body, in particular to a guideway body for track-bound vehicles, according to the preamble of claim 1.
- DE 33 22 019 A1 discloses a device for the non-positive fastening of a console to a building.
- forces acting parallel to the outer surface of the building are transmitted to the building via a plate, the plate being fastened to the outer surface of the building by means of tension rods installed in the building.
- Sawtooth-like projections are formed on the contact surface of the plate on the outer surface of the building, which engage in corresponding recesses on the outer surface of the building. Due to the sawtooth-like projections and recesses, the force that acts parallel to the outer surface of the building, in combination with the tensile fastening of the plate on the building, is transmitted to the building.
- a bracket is then attached to the plate, which can absorb high pressure loads parallel to the outer surface of the building.
- a tie rod is extended by means of a sleeve to fasten the bracket to the plate.
- the precast concrete part of the building which will later support the bracket, is poured using the plate as formwork element and then the plate is removed.
- both parts are marked accordingly so that both parts can be fitted together again for final assembly.
- the manufacturing and assembly process for the device for the non-positive fastening of the console is thus very complex.
- a generic device for the non-positive attachment of a console to a support for a track for magnetic levitation vehicles is known from DE 41 15 936 A1.
- a mounting plate is concreted in the carrier, which serves as a contact surface for a counter surface of the console.
- a tie rod runs through the carrier and a hole in the mounting plate, to which the bracket is screwed.
- the contact surfaces of the mounting plate and the console have opposite recesses into which a spacer sleeve is inserted.
- To mount the console on the carrier first the spacer sleeve is pushed over the tension rod and then the console is placed on the tension rod. The spacer sleeve and another spacer between the mounting plate and the console are used to set the exact track width of the route.
- the object of the present invention is therefore to provide a device for the non-positive fastening of a console to a support base body, in which the transmission of a bracket parallel to the surface of the support base body acting force is guaranteed with a simple structure of the device.
- one end of a tension member protrudes from a recess in a support body.
- a support element is arranged over the protruding end of the tension member, which in a preferred embodiment in turn protrudes from the outer surface of the carrier base body, while the front end of the support element preferably lies in a form-fitting manner in the depression.
- a console which is to be arranged on the carrier base, is arranged on the support element.
- the support element is advantageously designed as a sleeve or sleeve. This allows a simple and inexpensive manufacture of the support element.
- both ends of the support element are located in the depression and the console is supported at least partially in the depression on the support element.
- a force directed parallel to the outer surface of the carrier base body acts on the console, it is transmitted from the console to the support element and from this to the support base body. This prevents a force running transversely to the tension member from acting on the tension member and possibly damaging it.
- the cross section of the support element is larger than the cross section of the tension member. As a result, a larger area is available for transmitting the force from the console to the base body and the surface load on the base body is reduced when a transverse force is transmitted, so that greater stability is achieved. If the bracket is attached to two tension members and support elements, a particularly positionally secure and force-absorbing arrangement of the bracket on the base body is achieved.
- tension member, the support element and / or a fastening element of the console are arranged coaxially to one another, then in a particularly advantageous embodiment of the invention a simple structure and simple assembly of the console is made possible.
- the console to be fastened preferably has a recess which receives the rear end of the support element. This results in a particularly good connection and power transmission.
- the bracket can be attached by only one tension member or by using several tension members that run parallel through the basic support body.
- the use of two tension members has proven to be particularly advantageous.
- the tension member runs completely through the carrier body and on the outlet side of the tension member on the side opposite the first fastening device, a second device is provided for fastening a bracket. Only one tension member has to be provided for fastening two brackets. Furthermore, the distance between the brackets can be determined via the fastening distance of the brackets on the tension member or the support element. If the brackets are attached to the tension member on both sides while exerting a tensile force, then a tensile stress is exerted on the support body via the tension member and the brackets, which stabilizes the support body itself. If the basic support body is, for example, a guideway part made of reinforced concrete, the tension members for fastening the brackets can replace transverse clamping parts. This reduces the costs of manufacturing and repairing track parts.
- the tension member is guided through a tube or hole in the base body so that the tension member can be inserted into the base body after completion or removed from it if necessary. This simplifies revision work on the tension member or the replacement of the tension member without the base body having to be damaged.
- tension member is coated with a corrosion protection before anchoring in the basic support body or before passing through a pipe or hole in the basic support body, the weather resistance of the tensile body increases.
- a suitable corrosion protection is, for example, a shrink tube pulled over the tension member or a plastic covering.
- a further simplification of the device for fastening the console results from the fact that the console is fastened to the protruding end of the tension member. It is therefore not necessary to provide a further fastening means for fastening the console to the basic carrier body.
- the support element is non-positively connected to the tension member in the longitudinal direction of the tension member.
- the tension member can be braced by the support element while exerting compressive stress on the carrier base body. Therefore, the bracing of the basic carrier body is retained, for example if the bracket is closed Exchange or revision work is dismantled from the basic carrier body.
- the tension member is loosely guided through a hole or tube in the base body, the tension member remains firmly anchored in the base body. If brackets are attached to both ends of the tension member, the first bracket can be removed on one side without the second bracket loosening on the opposite side.
- the non-positive connection between the support element and the tension member takes place particularly advantageously in that the protruding part of the tension member has an external thread and the support element is designed as a sleeve with an internal thread.
- the sleeve By applying adhesive before screwing the sleeve onto the tension member, the sleeve can be secured against later loosening. However, it can also be secured by means of a lock nut or split pin or with another securing device.
- the sleeve is longer than the protruding end of the tension member and a threaded bolt or a screw can be screwed into the rear part of the sleeve.
- the bracket is then attached by means of the screw screwed into the sleeve or by means of the threaded bolt onto which a nut is screwed.
- the tension member on the outside of the base body is extended and the extension is used to attach the bracket to the base body. Therefore, the tension member and the extension of the tension member can be made of different materials.
- the part of the tension member that runs essentially in the basic support body can be made of cheap steel or iron, which do not have to meet such high requirements with regard to corrosion resistance.
- the tension member can be specially optimized for the lowest possible temperature expansion coefficient. If the tension member runs e.g. through the basic support body and brackets are fastened on both sides, so it can be achieved that, regardless of the expansion of the basic support body, the lane is only subject to a slight change in the transverse expansion despite fluctuations in the outside temperature.
- the extension piece on the outside of the base body e.g. can be optimized for corrosion resistance by using a stainless steel bolt or screw.
- the bracket can be attached to the rear part of the sleeve which protrudes from the outer surface of the carrier base body.
- an external thread is preferably provided on the sleeve on the rear part, so that after the console has been placed over the sleeve, the console can be fastened to the sleeve by means of a nut.
- the end pieces of the tension member and the recess in the support base body run to the outside of the support base body at a defined angle, for example obliquely upwards, so that when the fastened bracket is loaded parallel to the outer surface of the support base body part of the force in the axial direction of the support element is transferred to the carrier body.
- the console can be manufactured in various ways.
- the console can, for example, as a casting or from one or several rolled profiles can be manufactured.
- the integrated support element is therefore easy to use and assembly is made easier.
- FIG. 1 shows a side cross-sectional view of a fastening device according to the invention for fastening a bracket to a roadway
- Figure 2 is a cross-sectional view of the fastening device for fastening the console in plan view
- Figure 3 is a cross-sectional view of a further fastening device for fastening a console in plan view
- Figure 1 shows a side cross-sectional view of a device for fastening a bracket 1 to a side surface of a reinforced concrete beam 2 for the roadway of a magnetic levitation train.
- An attachment 4 is screwed onto a head plate 3 of the console 1, on the underside of which a stator package 5 for driving and guiding the magnetic levitation train and a lateral guide surface 6 are arranged on the side.
- the fastening device includes a tie rod 7, a sleeve 8, a threaded bolt 9, a nut 10 and a lock nut 11.
- the tie rod 7 runs transversely to the direction of the road through the reinforced concrete beam 2 and emerges on both sides of the beam 2 in a recess 12 in the reinforced concrete.
- the tie rod 7 is a stainless steel rod and loosely guided through the carrier 2 in a plastic tube.
- the tie rod 7 can also be concreted into the carrier 2.
- the tension rod 7 is provided at both ends with a thread which is produced, for example, by rolling the ends 13. Except for the threaded ends 13, the tie rod 7 is covered with a shrink tube, so that the corrosion of the tie rod 7, for example by water, which penetrates into the roadway or the carrier 2, is prevented.
- the plastic pipes for receiving the prestressing rods 7 are already cast in.
- the depressions 12 are cut out, for example by molded polystyrene parts or rubber sleeves. After casting and curing of the finished roadway part, the polystyrene molded parts are removed and the tie rod 7 is inserted.
- the sleeves 8 After inserting the tie rod 7 into the carrier 2, the sleeves 8 are screwed onto both threaded ends 13 of the tie rod 7. They can be fixed to the thread of the tie rod ends 7 by means of adhesive.
- the front part of the sleeve 8 corresponds to the previously cast and removed form of the polystyrene molded part or the rubber sleeve, which was removed after the concrete had hardened, so that the front part of the sleeve 8 sits positively in the recess 12 with only a little play.
- the rear end of the sleeve 8 protrudes from the side edge of the carrier 2. After fastening the sleeve 8 on the end 13 of the tie rod, the threaded bolt 9 is screwed into the sleeve 8.
- a base plate 14 of the console 1 is pushed over the protruding threaded bolt 9 and the protruding end of the sleeve 8.
- a first bore 15 is provided in the base plate 14, the Diameter is slightly above the diameter of the threaded bolt 9.
- the cross section of the first bore 15 is enlarged by a second bore 16, the cross section of the second bore 16 being slightly larger than the outer diameter of the sleeve 8.
- the depth of the second bore 16 is greater than the length of the end of the sleeve 8 protruding from the side edge of the carrier 2, so that the base plate 14 of the bracket 1 lies completely on the side surface of the carrier 2. This will e.g. the manufacturing tolerance in the manufacture of the recess 12 on the side face of the carrier 2 compensated.
- the air gap between the bracket 1 and the sleeve 8 in the second bore 16 is shown in more detail in FIG. By means of the air gap, play can also be compensated for by a movement of the sleeve 8 in the second bore 16 due to the different extent of the cross-road dimension of the carrier 2 and the tensioning rod 7.
- the bracket 1 is fastened to the threaded bolt 9 by the nut 10, which is secured by means of the lock nut 11.
- the bracket can also be fastened with a cap nut (not shown) instead of with the nut 10 and the lock nut 11.
- the brackets 1 provided at both ends of the tension rod 7 are fastened using a symmetrical structure, so that only one side of the fastening of the brackets 1 is shown in FIG.
- FIG. 2 is a cross-sectional view of the fastening device for fastening the bracket 1 to the side of the carrier 2 in a top view.
- the console 1 is fastened by two tension rods 7 located one behind the other in the direction of travel. After attaching the console 1 is about corrosion protection the protruding end of the threaded bolt 9, the nut 10 and the lock nut 11 put a cap 17.
- the head plate 3 was made with an oversize on the side of the add-on part 4 to be assembled later (FIG. 1). This can be milled after mounting the bracket 1 on the end face of the carrier 2 in order to compensate for manufacturing tolerances of the carrier 2 in the transverse direction of the road, in order to ensure the dimensional accuracy of the path width when the attachment 4 is subsequently attached to the head plate 3.
- FIG. 3 shows a further embodiment of the invention.
- the mode of operation is similar to the previous exemplary embodiments.
- a sleeve 8 is inserted with its two ends.
- the tension member 7 runs through the sleeve 8 and the base plate 14 of the bracket 1.
- the bracket 1 is pressed firmly against the sleeve 8 by screwing with the tension member 7 and is thereby supported on it.
- the base plate 14 of the console 1 has a projection 18 which also protrudes into the depression 12 and thus provides additional support for the console 1 by corresponding to the support element.
- the projection can also completely replace the sleeve 8 or take over the function of the sleeve. In this case, the support element is fully integrated in the console.
- the support element does not have to be rotationally symmetrical, as shown in the exemplary embodiments. It can also be of elongated design and thus possibly be less expensive to manufacture, in particular in connection with the base plate of the console.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Connection Of Plates (AREA)
- Clamps And Clips (AREA)
- Road Paving Structures (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/169,851 US6951433B2 (en) | 2000-08-04 | 2001-08-03 | Device for nonpositively fixing a bracket to a supporting base body |
AU82065/01A AU774743B2 (en) | 2000-08-04 | 2001-08-03 | Device for nonpositively fixing a bracket to a supporting base body |
DE50108015T DE50108015D1 (de) | 2000-08-04 | 2001-08-03 | Träger für spurgebundene Fahrzeuge |
AT01960620T ATE309412T1 (de) | 2000-08-04 | 2001-08-03 | Träger für spurgebundene fahrzeuge |
EP01960620A EP1305473B1 (de) | 2000-08-04 | 2001-08-03 | Träger für spurgebundene Fahrzeuge |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10038852.3 | 2000-08-04 | ||
DE10038852A DE10038852A1 (de) | 2000-08-04 | 2000-08-04 | Vorrichtung zur kraftschlüssigen Befestigung einer Konsole an einem Trägergrundkörper |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2002012629A1 true WO2002012629A1 (de) | 2002-02-14 |
Family
ID=7651842
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2001/009010 WO2002012629A1 (de) | 2000-08-04 | 2001-08-03 | Vorrichtung zur kraftschlüssigen befestigung einer konsole und einem trägergrundkörper |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP1305473B1 (de) |
AR (1) | AR031256A1 (de) |
AT (1) | ATE309412T1 (de) |
AU (1) | AU774743B2 (de) |
DE (2) | DE10038852A1 (de) |
WO (1) | WO2002012629A1 (de) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003072879A1 (de) * | 2002-02-27 | 2003-09-04 | Max Bögl Bauunternehmung GmbH & Co. KG | Betonträger insbesondere für magnetschwebebahn |
WO2003072878A1 (de) * | 2002-02-27 | 2003-09-04 | Max Bögl Bauunternehmung GmbH & Co. KG | Verfahren zum herstellen einer lagegenauen verbindung an einem fahrweg und fahrweg für ein spurgebundenes fahrzeug |
DE10242744A1 (de) * | 2002-09-13 | 2004-03-18 | Max Bögl Bauunternehmung GmbH & Co. KG | Konsole und Fahrweg für ein spurgebundenes Fahrzeug |
DE10242743A1 (de) * | 2002-09-13 | 2004-03-18 | Max Bögl Bauunternehmung GmbH & Co. KG | Verfahren zum Herstellen einer lagegenauen Verbindung an einem Fahrweg für ein spurgebundenes Fahrzeug sowie Fahrweg |
DE10353948A1 (de) * | 2003-11-18 | 2005-06-16 | Max Bögl Bauunternehmung GmbH & Co. KG | Träger für ein spurgebundenes Fahrzeug und Konsole |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3212390A (en) * | 1963-03-20 | 1965-10-19 | Otto J Litzkow | Mortar recess nut and thread protector |
DE3322019A1 (de) | 1983-06-18 | 1984-12-20 | Dyckerhoff & Widmann AG, 8000 München | Vorrichtung zum uebertragen von ausserhalb der querschnittsflaeche eines bauwerks parallel zu dessen aussenflaeche wirkenden kraeften |
DE4115936A1 (de) | 1991-05-16 | 1992-11-19 | Dyckerhoff & Widmann Ag | Aus stahl- oder spannbeton bestehender traeger fuer einen fahrweg fuer magnetschwebefahrzeuge |
DE4115935A1 (de) * | 1991-05-16 | 1992-11-19 | Dyckerhoff & Widmann Ag | Fahrwegkonstruktion fuer magnetschwebefahrzeuge |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH653729A5 (de) * | 1981-11-17 | 1986-01-15 | Bureau Bbr Ltd | Bauglied. |
DE19841936C2 (de) * | 1998-09-14 | 2001-03-01 | Boegl Max Bauunternehmung Gmbh | Fahrweg für Hochbahnen |
DE29923408U1 (de) * | 1998-10-02 | 2000-08-31 | Gus Ring Gmbh & Co Vertriebs K | Vorrichtung zur Aufnahme von Lasten an Betonbauwerken |
-
2000
- 2000-08-04 DE DE10038852A patent/DE10038852A1/de not_active Withdrawn
-
2001
- 2001-07-30 AR ARP010103627A patent/AR031256A1/es not_active Application Discontinuation
- 2001-08-03 DE DE50108015T patent/DE50108015D1/de not_active Expired - Lifetime
- 2001-08-03 AU AU82065/01A patent/AU774743B2/en not_active Ceased
- 2001-08-03 WO PCT/EP2001/009010 patent/WO2002012629A1/de active IP Right Grant
- 2001-08-03 EP EP01960620A patent/EP1305473B1/de not_active Expired - Lifetime
- 2001-08-03 AT AT01960620T patent/ATE309412T1/de not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3212390A (en) * | 1963-03-20 | 1965-10-19 | Otto J Litzkow | Mortar recess nut and thread protector |
DE3322019A1 (de) | 1983-06-18 | 1984-12-20 | Dyckerhoff & Widmann AG, 8000 München | Vorrichtung zum uebertragen von ausserhalb der querschnittsflaeche eines bauwerks parallel zu dessen aussenflaeche wirkenden kraeften |
DE4115936A1 (de) | 1991-05-16 | 1992-11-19 | Dyckerhoff & Widmann Ag | Aus stahl- oder spannbeton bestehender traeger fuer einen fahrweg fuer magnetschwebefahrzeuge |
DE4115935A1 (de) * | 1991-05-16 | 1992-11-19 | Dyckerhoff & Widmann Ag | Fahrwegkonstruktion fuer magnetschwebefahrzeuge |
Also Published As
Publication number | Publication date |
---|---|
EP1305473B1 (de) | 2005-11-09 |
DE10038852A1 (de) | 2002-02-14 |
AU8206501A (en) | 2002-02-18 |
ATE309412T1 (de) | 2005-11-15 |
AR031256A1 (es) | 2003-09-17 |
EP1305473A1 (de) | 2003-05-02 |
DE50108015D1 (de) | 2005-12-15 |
AU774743B2 (en) | 2004-07-08 |
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