EP1317582B1 - Verfahren zur lagekorrektur einer plattenkonstruktion aus betonfertigteilplatten - Google Patents

Verfahren zur lagekorrektur einer plattenkonstruktion aus betonfertigteilplatten Download PDF

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Publication number
EP1317582B1
EP1317582B1 EP01978280A EP01978280A EP1317582B1 EP 1317582 B1 EP1317582 B1 EP 1317582B1 EP 01978280 A EP01978280 A EP 01978280A EP 01978280 A EP01978280 A EP 01978280A EP 1317582 B1 EP1317582 B1 EP 1317582B1
Authority
EP
European Patent Office
Prior art keywords
precast concrete
accord
foregoing
concrete slab
undergrout
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
EP01978280A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1317582A1 (de
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/de
Application granted granted Critical
Publication of EP1317582B1 publication Critical patent/EP1317582B1/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
    • 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 for correcting the position of the slab construction of precast concrete slabs, in particular a fixed carriageway for high-speed transport, wherein the precast slabs are encapsulated with a hardenable Untergußmasse and are supported on a support layer of the substrate.
  • Object of the present invention is thus to enable a position correction of a plate construction of precast concrete panels, which also allows greater correction heights.
  • a plate construction of precast concrete slabs in particular a fixed carriageway for high-speed means of transport, is corrected in its position.
  • the plate construction advantageously has two prefabricated panels connected to one another, the prefabricated panels being underpinned by a substructure with a hardenable casting compound and being carried on a supporting layer of the subfloor.
  • the precast slab is wholly or partially released from the Untergußmasse and / or the support layer, then finely finished and then again under-molded with a Untergußmasse.
  • the dissolution can be done either chemically or mechanically. The most advantageous method depends in particular on the ambient conditions and the material of the lower casting.
  • the substructure in particular the lower casting compound and / or the base layer in the longitudinal and / or transverse direction of the precast slab is severed, a very simple way of loosening the precast slab is used.
  • the choice of whether to cut the substructure lengthwise or crosswise depends on the type of countersinking, available tools and environmental conditions.
  • the dividing line has a length which is not equal to the length of a precast slab, in particular does not start or end at the joint of two precast slabs, a possible weak point at the slab impact is avoided.
  • filling openings are opened or created on the precast panel and used for re-pouring, the filling of the new lower casting is made considerably easier. A filling of the mass substantially without air pockets is possible.
  • the precast slab is finished with spindles arranged in the precast slab, it is possible in a simple manner to align the precast slab with means which are still frequently available in the precast slab from the first slicing.
  • externally arranged lifting devices can be used.
  • the spindles are brought out of the region of the separating cut before cutting and are brought into their supporting position only after being severed.
  • a separating device is provided for releasing, in particular for severing, a substructure arranged under a precast slab of a fixed carriageway for rail-guided high-speed traffic means, in particular the lower casting mass.
  • the fixed carriageway often consists of at least a first and a second interconnected precast slab.
  • the separating device is arranged on the to be solved or a downstream prefabricated panel, preferably on the rails.
  • a further separating device for releasing at least a part of a precast slab of a fixed carriageway for rail-guided high-speed traffic from its substructure is arranged on a guide independent of the prefabricated slab to be loosened, in particular a siding.
  • the solid lanes are usually laid double track, so that the separator can be performed on the siding to release the required lane.
  • the separating device and / or the assembly is guided on the rails.
  • a precisely guided cut is possible.
  • the module is fixedly arranged on the rails, in particular clamped, a quick change to lengthening the separating cut is possible.
  • Fig. 1 is a plan view of a precast slab 1 is shown.
  • the precast slab 1 has a plurality of individual bumps on which rails 2 are fixed.
  • the rail fasteners which can be made in different known form, allow a certain adjustment of the rail in the vertical and horizontal directions. If this adjustment option is not sufficient, for example due to subsidence of the substrate, it is necessary to adjust the precast panel 1 even in height.
  • spindles 7 are arranged in the present embodiment at six points, which serve to adjust the plate 1.
  • These spindles 7, which usually already when laying the Plate 1 are used, get by the present invention a second object, namely, by enabling the correction of the already laid plate 1.
  • the spindles 7 are arranged in recesses of the plate 1.
  • Fig. 2 is a cross section through a structure of the precast plate 1 and its storage is shown.
  • the precast panel 1 On a supporting layer 5, the precast panel 1 is arranged with the interposition of a lower casting 4.
  • the support layer may be, for example hydraulically bound or be an asphalt or other suitable support layer.
  • the lower casting 4 connects the precast slab 1 fixed to the support layer 5.
  • the lower layer 4 is cut as shown in FIG. 3.
  • the prefabricated panel 1 after the lower casting layer 4 is cut, in the vertical direction in the context of their integration into the plate structure movable. It is particularly advantageous if the cut takes place in the bottom casting layer 4 directly at the separation point to the precast slab 1. As a result, a reliable connection of the later refilled new Untergußmasse 4 is improved significantly with the precast slab 1.
  • the old bonding layer of the lower casting layer 4 with the precast slab 1 is dissolved as a supporting function and connected to the new layer. It can also be advantageous to apply the separating cut at the connection point between the base layer 5 and the lower casting 4. This also renews any loose connection.
  • precast slab 1 is to be lowered, then a cuboid piece of the lower casting 4 is cut out and then the precast slab 1 is lowered into the resulting cavity.
  • the arrangement of the separator on the precast panel 1 is outlined.
  • the separation device the like 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 winch over the point at which the precast slab 1 is to be separated.
  • the winch or rope is attached to a fixed point as an abutment.
  • the fixed point is arranged on the adjacent precast slab 1.
  • the laid on the precast slab 1 track 2 can serve.
  • the track 2 can serve for the attachment of the abutment.
  • the abutment is preferably clamped to the track 2 and can be moved after the exhaustion of the maximum displacement of the carriage 21 for a continuation of the separating cut.
  • the Untergußmaterial or the gap are warmed up.
  • the gap before the backfilling is cleaned, for example, with high-pressure cleaner.
  • the gap may also be placed in the base layer when the new base material is designed to bond well with this material.
  • the present invention can also be used for the replacement of complete precast concrete panels.
  • the plates are completely removed from a composite construction and a replacement plate is then used again.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Road Repair (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
EP01978280A 2000-09-12 2001-08-18 Verfahren zur lagekorrektur einer plattenkonstruktion aus betonfertigteilplatten Expired - Lifetime EP1317582B1 (de)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE10045327 2000-09-12
DE10045327 2000-09-12
DE10064748 2000-12-22
DE10064748.0A DE10064748B4 (de) 2000-09-12 2000-12-22 Verfahren und Vorrichtung zur Lagekorrektur einer Plattenkonstruktion aus Betonfertigteilplatten
PCT/EP2001/009544 WO2002022957A1 (de) 2000-09-12 2001-08-18 Verfahren und vorrichtung zur lagekorrektur einer plattenkonstruktion aus betonfertigteilplatten

Publications (2)

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

Family

ID=26007043

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01978280A Expired - Lifetime EP1317582B1 (de) 2000-09-12 2001-08-18 Verfahren zur lagekorrektur einer plattenkonstruktion aus betonfertigteilplatten

Country Status (18)

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

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005013947A1 (de) * 2005-03-26 2006-10-05 Pfleiderer Infrastrukturtechnik Gmbh & Co Kg Verfahren zur Höhenkorrektur einer festen Schienenfahrbahn und feste Schienenfahrbahn
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
CZ2013569A3 (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
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
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
US11718964B2 (en) 2021-09-13 2023-08-08 Summit Precast Concrete, Lp Bridge apparatus, systems and methods of construction
CN115341417A (zh) * 2022-09-15 2022-11-15 中铁二十局集团有限公司 一种无砟轨道上拱偏移整治施工方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3693930A (en) * 1970-09-08 1972-09-26 Wates Ltd Pre-cast concrete panels
CH580202A5 (cs) * 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

Also Published As

Publication number Publication date
IL154753A0 (en) 2003-10-31
WO2002022957A1 (de) 2002-03-21
BG64487B1 (bg) 2005-04-30
SK2872003A3 (en) 2003-08-05
BG107582A (en) 2003-12-31
EA004007B1 (ru) 2003-12-25
AU2002210445A1 (en) 2002-03-26
CN1214157C (zh) 2005-08-10
BR0113806A (pt) 2004-02-17
CN1474898A (zh) 2004-02-11
PL360874A1 (en) 2004-09-20
HUP0301554A2 (en) 2003-09-29
WO2002022957B1 (de) 2002-07-25
EA200300365A1 (ru) 2003-08-28
US20040099750A1 (en) 2004-05-27
CA2422096A1 (en) 2003-03-11
EE200300097A (et) 2005-04-15
JP3829119B2 (ja) 2006-10-04
EP1317582A1 (de) 2003-06-11
CZ2003627A3 (cs) 2003-08-13
JP2004509249A (ja) 2004-03-25
ATE343019T1 (de) 2006-11-15
DE50111286D1 (de) 2006-11-30

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