EP1317582A1 - Procede et dispositif pour corriger la position d'un construction realisee a partir de plaques prefabriquees en beton - Google Patents

Procede et dispositif pour corriger la position d'un construction realisee a partir de plaques prefabriquees en beton

Info

Publication number
EP1317582A1
EP1317582A1 EP01978280A EP01978280A EP1317582A1 EP 1317582 A1 EP1317582 A1 EP 1317582A1 EP 01978280 A EP01978280 A EP 01978280A EP 01978280 A EP01978280 A EP 01978280A EP 1317582 A1 EP1317582 A1 EP 1317582A1
Authority
EP
European Patent Office
Prior art keywords
substructure
prefabricated
casting compound
plate
precast
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
Application number
EP01978280A
Other languages
German (de)
English (en)
Other versions
EP1317582B1 (fr
Inventor
Dieter Reichel
Stefan BÖGL
Ulrike Schreiner
Erich Lindner
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
Priority claimed from DE10064748.0A external-priority patent/DE10064748B4/de
Application filed by Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of EP1317582A1 publication Critical patent/EP1317582A1/fr
Application granted granted Critical
Publication of EP1317582B1 publication Critical patent/EP1317582B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • E01B29/04—Lifting or levelling of tracks
    • 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
    • E01B2204/13—Dowels for slabs, sleepers or rail-fixings

Definitions

  • the present invention relates to a method and a device for correcting the position of the slab construction made of precast concrete slabs, in particular a solid carriageway for high-speed means of transport, the precast slabs being infused with a hardenable casting compound and being carried on a base layer of the substrate.
  • Known plate constructions made of precast concrete slabs are used, among other things, as a solid carriageway for high-speed means of transport.
  • the high-speed means of transport are guided by rails.
  • the position of the rails is usually corrected using known rail fastening systems and by installing intermediate layers of different thicknesses below the rails. In this way, ice layer errors of around 30 mm can be compensated for.
  • larger corrections such as are required, for example, when subsoil has been set, can no longer be corrected with such corrective measures, since they often require significantly larger corrective movements.
  • the object of the present invention is therefore to enable a position correction of a plate construction made of precast concrete slabs, which also enables larger correction heights.
  • the position of a plate construction made of precast concrete slabs, in particular a fixed roadway for high-speed means of transport is corrected.
  • the plate construction advantageously has two interconnected prefabricated panels, the prefabricated panels being cast under a substructure with a hardenable casting compound and being carried on a base layer of the substrate.
  • the prefabricated panel is completely or partially detached from the casting compound and / or the base layer, then refined and then re-poured with a casting compound. Large height corrections can be carried out with this method. The release can take place either chemically or mechanically. The most advantageous method depends in particular on the ambient conditions and the material of the base.
  • the substructure in particular the casting compound and / or the base layer is cut in the longitudinal and / or transverse direction of the prefabricated panel, a very simple way of releasing the prefabricated panel is used, the choice of whether the substructure should be cut in the longitudinal or transverse direction, depends on the type of lowering of the plate, the tools available and the ambient conditions.
  • the dividing line has a length that is not equal to the length of a prefabricated panel, in particular does not begin or end at the joint of two prefabricated panels, a possible weak point on the panel joint is avoided.
  • filling of the new pouring is made considerably easier. Filling the mass substantially without air pockets is made possible.
  • the prefabricated plate is finely aligned with mechanical or hydraulic lifting means, for example spindles, arranged in the prefabricated plate, then the alignment of the prefabricated plate is made possible in a simple manner with means which are often still present in the prefabricated plate from the first fine-leveling.
  • the spindles are brought out of the area of the severing cut prior to severing and are brought into their supporting position only after severing.
  • the precast slab is infused with a bitumen-cement mortar, plastic or cement mortar, which hardens particularly quickly.
  • a device has a separating device for releasing, in particular for severing a substructure, in particular the casting compound, which is arranged under a prefabricated panel of a fixed carriageway for rail-guided high-speed means of transport.
  • the fixed carriageway often consists of at least a first and a second prefabricated panel connected to one another.
  • the separating device is arranged on the prefabricated panel to be detached or on a downstream panel, preferably on the rails.
  • Another device has a separating device for detaching at least a part of a prefabricated slab of a solid carriageway for rail-guided high-speed means of transport from its substructure.
  • the separating device is arranged on a guide which is independent of the prefabricated panel to be detached, in particular a siding.
  • the fixed carriageways are usually laid on two tracks, so that the separating device can be guided on the siding to loosen the necessary carriageway.
  • the separating device within the assembly exerts a stroke in the longitudinal direction of the prefabricated plate, then with a fixed arrangement of an abutment of the separating device, a relatively long distance can be covered, on which the separating cut can be carried out.
  • the separating device and / or the assembly is advantageously guided on the rails. This enables a precisely guided cut. If the assembly is firmly arranged on the rails, in particular clamped, a quick change to extend the separating cut is possible.
  • FIG. 1 shows a top view of a precast concrete slab
  • FIG. 2 shows a cross section through the construction of a bearing for a precast concrete slab
  • FIG. 3 shows a section through the casting compound
  • FIG. 4 a lifting of the prefabricated panel
  • FIG. 5 shows a pouring out of the gap between the prefabricated panel and the base course
  • Figure 6 shows an embodiment of a wire saw.
  • the prefabricated panel 1 shows a plan view of a prefabricated panel 1.
  • the prefabricated panel 1 has a plurality of individual bumps on which rails 2 are fastened.
  • the rail fastenings which can be implemented in different known forms, allow a certain adjustment of the rail in the vertical and horizontal direction. If this adjustment option is not sufficient, for example due to subsidence of the subsurface, it is necessary to adjust the height of the prefabricated panel 1 itself.
  • spindles 7 are arranged at six points in the present exemplary embodiment, which serve to adjust the plate 1.
  • the spindles 7, which at the ends of the plate 1 and here also in the middle of the plate 1 are provided, allow a more or less strong unscrewing of the spindles 7 a fine adjustment of the plate 1.
  • These spindles 7, which are usually already used when laying the plate 1, are given a second task by the present invention, namely by correcting the Allow already installed plate 1.
  • the spindles 7 are arranged in recesses in the plate 1.
  • the prefabricated panel 1 is arranged on a base layer 5 with the interposition of a lower casting 4.
  • the base layer can be, for example, hydraulically bound or it can also be an asphalt or other suitable base layer.
  • the bottom casting 4 firmly connects the prefabricated panel 1 to the base layer 5.
  • a spindle 7, which was used to align the prefabricated panel 1 during the first laying, is shown in the retracted state since it does not have a supporting function in the prefabricated panel 1. It is arranged in a recess in the lower casting 4, so that it can still be operated.
  • the under-pouring layer 4 is cut according to FIG. 3.
  • the finished part plate 1 after the bottom casting layer 4 has been cut through, is movable in the vertical direction as part of its integration into the plate construction. It is particularly advantageous if the cut is made in the under-pouring layer 4 directly at the point of separation from the precast panel 1.
  • a reliable connection of the new pouring compound 4, which is later re-filled, is significantly improved with the precast plate 1.
  • the old connecting layer of the under-pouring layer 4 with the prefabricated panel 1 is hereby dissolved as a supporting function and connected to the new layer. It can also be advantageous to make the separating cut at the connection point between the base layer 5 and the base casting 4. This also renews any loose connection.
  • connection point The separation at or near the connection point between the prefabricated panel 1 and the casting 4 is easier to carry out, however, since the thickness is known the precast panel 1 this point is easy to detect by means of a control system. Since the thickness of the base casting 4 can be different, this connection point is easier to determine than the connection point to the hydraulically bound base layer 5.
  • the prefabricated panel 1 is to be lowered, a cuboid piece of the lower casting 4 is cut out and then the prefabricated panel 1 is lowered into the resulting cavity.
  • FIG. 4 shows the lifting of the prefabricated panel 1.
  • the arrangement of the separating device on the precast plate 1 is outlined in FIG.
  • the separating device which is a wire saw, an oxygen lance or similar. can be arranged on a movable carriage 21.
  • the carriage 21 is pulled by means of a cable winch over the point at which the precast plate 1 is to be separated.
  • the winch or the rope is attached to a fixed point as an abutment.
  • the fixed point is preferably arranged on the adjacent prefabricated panel 1.
  • the track 2 laid on the precast plate 1 can serve as a guide for the slide 21.
  • the track 2 can also be used for fastening the abutment.
  • the abutment is preferably clamped on the track 2 and can be moved to continue the separating cut after the maximum displacement of the slide 21 has been used up.
  • the gap is cleaned, for example with a high-pressure cleaner, before filling.
  • the gap can also be made in the base layer if the new casting material is designed to make a good connection with this material.
  • the present invention can also be used for the replacement of complete precast concrete slabs.
  • the panels are completely detached from a composite construction and an exchange panel is then reinserted.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Road Repair (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

L'invention concerne un procédé pour corriger la position d'un construction réalisée à partir de plaques préfabriquées en béton (1), notamment d'une voie de circulation fixe pour moyens de transport à grande vitesse. Selon l'invention, ces plaques préfabriquées (1) sont supportées par une infrastructure constituée d'une masse (4) durcissable, coulée sous l'infrastructure, et d'une couche (5) servant de support pour l'infrastructure. Pour corriger la position d'au moins une plaque préfabriquée (1), on détache au moins partiellement cette dernière de l'infrastructure, notamment de la masse coulée (4) et/ou de la couche de support (5), puis on la rectifie avec précision, avant de procéder de nouveau au coulage d'une couche (4) sous ladite plaque. L'invention concerne également un dispositif comportant une unité de séparation servant à détacher au moins une partie d'une plaque préfabriquée (1) placée dans une voie de circulation fixe destinée à des moyens de transport à grande vitesse, guidés sur rails, notamment pour procéder à une correction de position. Cette unité de séparation (20, 21) est placée sur la plaque préfabriquée (1) à détacher ou sur une plaque succédant à cette dernière.
EP01978280A 2000-09-12 2001-08-18 Procede pour corriger la position d'un construction realisee a partir de plaques prefabriquees en beton Expired - Lifetime EP1317582B1 (fr)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE10045327 2000-09-12
DE10045327 2000-09-12
DE10064748.0A DE10064748B4 (de) 2000-09-12 2000-12-22 Verfahren und Vorrichtung zur Lagekorrektur einer Plattenkonstruktion aus Betonfertigteilplatten
DE10064748 2000-12-22
PCT/EP2001/009544 WO2002022957A1 (fr) 2000-09-12 2001-08-18 Procede et dispositif pour corriger la position d'un construction realisee a partir de plaques prefabriquees en beton

Publications (2)

Publication Number Publication Date
EP1317582A1 true EP1317582A1 (fr) 2003-06-11
EP1317582B1 EP1317582B1 (fr) 2006-10-18

Family

ID=26007043

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01978280A Expired - Lifetime EP1317582B1 (fr) 2000-09-12 2001-08-18 Procede pour corriger la position d'un construction realisee a partir de plaques prefabriquees en beton

Country Status (18)

Country Link
US (1) US20040099750A1 (fr)
EP (1) EP1317582B1 (fr)
JP (1) JP3829119B2 (fr)
CN (1) CN1214157C (fr)
AT (1) ATE343019T1 (fr)
AU (1) AU2002210445A1 (fr)
BG (1) BG64487B1 (fr)
BR (1) BR0113806A (fr)
CA (1) CA2422096A1 (fr)
CZ (1) CZ2003627A3 (fr)
DE (1) DE50111286D1 (fr)
EA (1) EA004007B1 (fr)
EE (1) EE200300097A (fr)
HU (1) HUP0301554A2 (fr)
IL (1) IL154753A0 (fr)
PL (1) PL360874A1 (fr)
SK (1) SK2872003A3 (fr)
WO (1) WO2002022957A1 (fr)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2005327807A1 (en) * 2005-03-26 2006-10-12 Rail.One Gmbh Method of adjusting the height of a fixed rail carriageway
DE102006047875B3 (de) * 2006-10-10 2008-02-21 Leonhard Weiss Gmbh & Co. Kg Kranbahn
PT105840B (pt) * 2011-07-28 2013-09-23 Silvino Pompeu Santos Ferrovia de estrutura melhorada
JP5766544B2 (ja) * 2011-08-11 2015-08-19 公益財団法人鉄道総合技術研究所 スラブ軌道の補強方法および突起代替構造
KR101321972B1 (ko) 2013-03-18 2013-10-28 삼표이앤씨 주식회사 리프팅 잭 및 슬라브 패널 위치 정정 방법
CZ304730B6 (cs) * 2013-07-16 2014-09-10 ÄŚeskĂ© vysokĂ© uÄŤenĂ­ technickĂ© v Praze, Fakulta stavebnĂ­ Prefabrikát pro realizaci výstavby silničních komunikací s betonovým povrchem a způsob této výstavby
CN108996443A (zh) * 2018-10-26 2018-12-14 陈立国 一种新型预制构件悬拼机
CN109355986A (zh) * 2018-11-27 2019-02-19 中国铁道科学研究院集团有限公司铁道建筑研究所 一种基于绳锯切割的无砟轨道沉降整治方法
CN109338831B (zh) * 2018-11-27 2021-08-06 中国铁道科学研究院集团有限公司铁道建筑研究所 一种基于绳锯切割的无砟轨道纠偏方法
CN109778611B (zh) * 2018-12-06 2021-09-24 中国铁道科学研究院集团有限公司铁道建筑研究所 铁路隧道内无砟轨道结构纠偏方法
CN111877060A (zh) * 2020-07-14 2020-11-03 中国铁道科学研究院集团有限公司铁道建筑研究所 一种无砟道床结构部件更换方法
CN113106790A (zh) * 2021-03-23 2021-07-13 杭州银龙唐普徕科技有限公司 预制板式无砟轨道结构
CN113047095A (zh) * 2021-03-23 2021-06-29 苏州复达多贸易有限公司 一种实现轨道改建的交通轨道路基建设系统
US11718964B2 (en) 2021-09-13 2023-08-08 Summit Precast Concrete, Lp Bridge apparatus, systems and methods of construction

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US3678644A (en) * 1970-09-08 1972-07-25 Wates Ltd Method of gaining pre-cast concrete panels
CH580202A5 (fr) * 1974-03-20 1976-09-30 Semperit Ag
US4232882A (en) * 1977-09-20 1980-11-11 Allied Chemical Corporation Motorized passive seat belt system
US4591466A (en) * 1983-10-20 1986-05-27 Foundation Control Systems Method for positioning and stabilizing a concrete slab
IT1176498B (it) * 1984-07-27 1987-08-18 I P A Ind Prefabbricati Affini Componenti per linee ferroviarie su piastre prefabbricate in cemento armato,senza massicciata
DE19733909B4 (de) * 1997-08-05 2006-07-06 Max Bögl Bauunternehmung GmbH & Co. KG Vorgefertigte Stahlbetonfertigteilplatte sowie Verfahren zu deren Herstellung
DE19848655B4 (de) * 1998-05-12 2009-09-17 Ed. Züblin Ag Sanierung von Festen Fahrbahnen

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Also Published As

Publication number Publication date
IL154753A0 (en) 2003-10-31
DE50111286D1 (de) 2006-11-30
PL360874A1 (en) 2004-09-20
BR0113806A (pt) 2004-02-17
BG64487B1 (bg) 2005-04-30
EE200300097A (et) 2005-04-15
WO2002022957A1 (fr) 2002-03-21
JP3829119B2 (ja) 2006-10-04
BG107582A (en) 2003-12-31
JP2004509249A (ja) 2004-03-25
HUP0301554A2 (en) 2003-09-29
WO2002022957B1 (fr) 2002-07-25
AU2002210445A1 (en) 2002-03-26
CA2422096A1 (fr) 2003-03-11
EP1317582B1 (fr) 2006-10-18
CN1474898A (zh) 2004-02-11
CN1214157C (zh) 2005-08-10
EA004007B1 (ru) 2003-12-25
CZ2003627A3 (cs) 2003-08-13
SK2872003A3 (en) 2003-08-05
EA200300365A1 (ru) 2003-08-28
US20040099750A1 (en) 2004-05-27
ATE343019T1 (de) 2006-11-15

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