EP2203597B1 - Schalungsanordnung für den freivorbau von brücken - Google Patents

Schalungsanordnung für den freivorbau von brücken Download PDF

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Publication number
EP2203597B1
EP2203597B1 EP08804531.5A EP08804531A EP2203597B1 EP 2203597 B1 EP2203597 B1 EP 2203597B1 EP 08804531 A EP08804531 A EP 08804531A EP 2203597 B1 EP2203597 B1 EP 2203597B1
Authority
EP
European Patent Office
Prior art keywords
formwork
bearing
carrier
formwork arrangement
arrangement
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.)
Active
Application number
EP08804531.5A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2203597A1 (de
Inventor
Johann Peneder
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.)
Doka GmbH
Original Assignee
Doka GmbH
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 Doka GmbH filed Critical Doka GmbH
Priority to PL08804531T priority Critical patent/PL2203597T3/pl
Publication of EP2203597A1 publication Critical patent/EP2203597A1/de
Application granted granted Critical
Publication of EP2203597B1 publication Critical patent/EP2203597B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/10—Cantilevered erection
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced

Definitions

  • the invention relates to a formwork arrangement for the cantilever construction of bridges.
  • the storage of all movable elements usually takes place by means of rollers.
  • the formwork arrangement can be advanced to establish the reinforcements for the next section.
  • the rails or beams on which the formwork arrangement is mounted can be extended to the last created building section.
  • the DE 28 48 536 A1 relates to a similar arrangement in which sliding bearings can be provided. Other formwork arrangements from this area go from the EP 0 004 251 A1 . DE 26 60 087 B1 and US 3,989,218 out.
  • the invention has for its object to provide a formwork arrangement for the cantilever construction of bridges with an extended application and / or improved security.
  • this has at least one largely horizontal slide bearing, which has at least one bearing part made of plastic, in particular polyethylene.
  • plain bearings offers the following advantages over the previously used roller bearings.
  • roller bearings even at low bridge radii there is the risk that the rollers get out of the rails intended for them or "on" the support sections which support them and, for example, run up / open on flanges or the like. Taking into account the considerable weight of such formwork arrangements, which may be heavy, for example, several tons. There is a significant security problem to the effect that the formwork arrangement falls back after such a ride a roller bearing in the actually provided "bearing rail".
  • roller bearings are on structures with gradients problematic because for advancing the formwork arrangement usually oscillating cylinders are provided, which are supported in a first operating state on a support or a rail, which is attached to an already created building section, and advance the formwork arrangement. In a second operating state, the formwork arrangement remains in place and the cylinders are retracted so that the supports are retightened. In this situation, the usually tons-heavy formwork arrangement is unsecured and can move forward on a gradient due to the roller bearings described, which represents a significant security risk.
  • the plastic bearing part according to the invention significantly reduces the risk of the bearing moving out of its rail or from the support provided for storage. Furthermore, a plastic bearing part has proven to be advantageous in that it is self-locking up to a certain gradient. Accordingly, even with structures with gradient, the formwork arrangement safely stay in place and the support, as described, be tightened. In other words, the bearing forces are calculable and can be taken into account for a defined behavior of the entire formwork arrangement during the second operating state described above. Finally, the plastic sliding bearing according to the invention offers a comparison with roller bearings improved, namely area force application.
  • the plastic bearing part is arranged according to the invention on a movable part of the formwork arrangement.
  • the immovable part of the formwork arrangement for example, one or more Rails or carrier may have a considerable longitudinal extent to ensure a certain range of motion for the formwork arrangement. If you were to provide it plastic bearing parts, they would also extend over a considerable area. In that regard, for reasons of efficiency, it is currently preferred to provide the plastic bearing parts on the comparatively short moving part of the formwork arrangement or only on individual sections thereof.
  • a bearing part made of metal, preferably steel proved to be favorable as a further bearing part that cooperates with the plastic bearing part.
  • the sliding bearing is self-locking up to a gradient of about 5%, preferably about 6% and more preferably up to 10%. As a result, a wide range of applications can be covered with a particularly secure approach.
  • the attachment of the plastic bearing part can be particularly easily and efficiently done in a magnetic manner.
  • the plastic bearing part can be provided in an advantageous manner as part of a sliding bearing between any movable components or sections of a formwork arrangement for cantilever construction, in particular of bridges.
  • the first attempts were particularly good experiences made when such a plain bearing between an inner shell carriage and / or a side mold on the one hand and a fixed portion of the formwork arrangement on the other hand was provided.
  • the formwork assembly 10 which may have an extension of a few meters, for example, of five meters, in the cantilever direction, supported on an already created section 30 of a bridge.
  • the already created bridge section 30 can cantilever freely, and the formwork arrangement 10 can be provided to create a further, in turn cantilevered section.
  • To support the formwork arrangement 10 are in the case already shown four bridge section 30 Support 32 mounted, which essentially serve the storage and support of the formwork arrangement 10.
  • the carriers 32 essentially act as rails on which the formwork arrangement 10, as described in more detail below, is displaceably mounted.
  • a state is shown in which the formwork arrangement 10, of which any formwork is not shown, has been advanced out of the last created section and is located in the situation shown immediately before the last created section.
  • the support of the formwork arrangement 10 on the supports 32 in the case shown by sliding bearings 34, which cooperate substantially with the upper surfaces of the support 32.
  • the forward movement is accomplished in the case shown by two hydraulic cylinders 36 which oscillate and alternately, supporting themselves on supports 38, advance the formwork assembly 10 or, while the formwork assembly 10 remains stationary, the supports 38 tighten.
  • abutments 40 are provided which can engage, for example, protruding flanges of the supports 32 in order to support the weight of the overhanging formwork arrangement.
  • anchor rods may be provided for this purpose.
  • the formwork arrangement comprises an upper support arrangement 12, which consists of transverse 20 and longitudinal members 42. About a plurality of rods 16 is suspended from the upper support assembly 12, a lower support assembly 14, which also has transverse 20 and longitudinal members 42. Standardized stages may be attached to the upper 12 and / or lower carrier assembly 14, inter alia because of the possibilities for attaching standard components described below.
  • all cross member 20 are designed as a hollow profile carrier, as described below with reference to the Fig. 2 explained in more detail.
  • Fig. 1 is complementary to recognize that between the carriers 20, in particular in the case of the upper carrier assembly 12 by additional, for example, diagonally oriented struts 44 stabilization of the carrier assembly can be carried out.
  • diagonally downwardly extending supports 46 may be provided to form the upper formwork assembly 12 with truss-like sections. It also follows that the upper support assembly, substantially in the form of the cross member 20, in the vertical direction from the surface of the bridge portion 30 is spaced so that the space located under the upper support assembly advantageously for the required work, such as the introduction of Reinforcements, is kept free. The space available for this purpose is further increased by the fact that the mentioned diagonal struts 44 are arranged in comparatively outer regions, so that the intermediate inner region can be used in a favorable manner for the delivery of reinforcement and the like.
  • the suspension of the lower support assembly 14 is carried out in the example shown by a plurality of rods 16, in which the lower support assembly 14 is mounted in a special manner, which will be described in more detail below.
  • the respective cross member 20 of the formwork arrangement of Fig. 1 described in more detail.
  • the respective carrier 20 seen in cross section, as at the front end ( Fig. 2 ) recognizable, a closed, box-like cross section.
  • This is formed in the example shown by different sections, in the case shown by two largely horizontally oriented sections 22.1 and two in the representation largely vertically oriented web sections 22.2.
  • Reference Fig. 2 is schematic too recognize that the horizontal sections 22.1 are slightly thicker than the web sections 22.2.
  • the grid of fasteners in the form of apertures 26 extending substantially the entire length of the support 20 and in the longitudinal direction thereof.
  • a comparatively narrow grid of fastening devices in the form of openings is provided on all laterally projecting flanges 24 of the carrier 20.
  • the individual openings of this grid for example, have a distance of about 10 cm and the attachment of "truss components" as the diagonal supports 44 and / or the diagonal supports 46 are used.
  • the fastening means 26.2 of a second grid located in the area of the closed box-like area (seen in cross-section) have a greater spacing and a larger diameter of the openings.
  • the distance may be, for example, 20 cm and the implementation of bars 16 (see.
  • Fig. 1 serve for the suspension of the lower support assembly 14.
  • the profile can of the carrier 20 are described as I-profile with double central web, so that in the region of the central web (seen in cross section) closed hollow profile is formed.
  • the horizontal sections 22.1 and the web sections 22.2 of the carrier 20 and the end plates 48 may be welded together, for example.
  • the in Fig. 2 shown carrier has a height dimension (in the direction of the web portions 22.2) of about 40 cm.
  • a drive unit which essentially comprises a sliding bearing 34, a hydraulic cylinder 36 and a support 38.
  • the operation of the drive unit has been described above with reference to Fig. 1 explained.
  • the slide bearing 34 in the exemplary embodiment shown has two skids 52, which are slidably provided on the upper sides of the carriers 32 attached to the completed bridge section 30.
  • the runners 52 have lateral boundaries 54 largely in the form of plates and plastic bearing parts 28.
  • the plastic bearing parts 28 may be matched to the other bearing part, in the case shown the carrier 32, such that the storage is self-locking up to a certain slope.
  • the plastic bearing parts can be interchangeable and / or magnetically attached to the runners 52.
  • drive unit is further provided a substantially in the longitudinal direction, ie in the free-trimmer direction extending axis 56 to which the upper support assembly may be rotatably mounted about a substantially horizontal axis.
  • Fig. 4 shows a detail of in an overall view in Fig. 1 to be recognized hinged suspension of the lower support assembly 14 to the upper support assembly 12 (see. Fig. 1 ).
  • a longitudinal member 42 and an adjoining housing 18 can be seen.
  • the housing is attached to a cross member 20.
  • the articulated suspension More specifically, it is attached to a rod 16, at its lower end, which may have a thread for this purpose, for example by means of a nut 58, a spherical cap 60 is attached.
  • the spherical cap 60 has a spherical surface and cooperates in the embodiment shown with a ring-like cut counterpart 62 with a spherical inner surface 64.
  • the section of the counterpart 62 is larger than the diameter of the rod 16, so that an inclination of the lower support assembly, in which the in Fig. 4 shown housing 18 is mounted to all axes is possible.
  • the carrier arrangement can be adapted in a particularly flexible manner to inclined bridge geometries and other special applications.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP08804531.5A 2007-10-04 2008-09-22 Schalungsanordnung für den freivorbau von brücken Active EP2203597B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08804531T PL2203597T3 (pl) 2007-10-04 2008-09-22 Układ szalunku do montażu wspornikowego mostów

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102007047443A DE102007047443A1 (de) 2007-10-04 2007-10-04 Schalungsanordnung für den Freivorbau von Brücken
PCT/EP2008/062605 WO2009043749A1 (de) 2007-10-04 2008-09-22 Schalungsanordnung für den freivorbau von brücken

Publications (2)

Publication Number Publication Date
EP2203597A1 EP2203597A1 (de) 2010-07-07
EP2203597B1 true EP2203597B1 (de) 2015-10-28

Family

ID=40120199

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08804531.5A Active EP2203597B1 (de) 2007-10-04 2008-09-22 Schalungsanordnung für den freivorbau von brücken

Country Status (6)

Country Link
EP (1) EP2203597B1 (pl)
BR (1) BRPI0817512A2 (pl)
DE (1) DE102007047443A1 (pl)
ES (1) ES2557887T3 (pl)
PL (1) PL2203597T3 (pl)
WO (1) WO2009043749A1 (pl)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2435505B1 (es) * 2011-11-30 2014-09-23 Rubrica Ingenieria Y Arquitectura, S.L. Carro para ejecución de obras
CN106836012A (zh) * 2017-03-14 2017-06-13 中铁二十四局集团有限公司 一种挂篮自动前移装置
DE102019104548A1 (de) 2019-02-22 2020-08-27 Peri Gmbh Hubantrieb für ein schienengeführtes freivorbaugerät
DE102019203959A1 (de) 2019-03-22 2020-09-24 Hünnebeck GmbH Tragwerksystem für die Herstellung von Bauwerken
CN115652821B (zh) * 2022-10-21 2025-08-05 四川公路桥梁建设集团有限公司 一种无轨三角挂篮行走装置及行走方法

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1170440B (de) * 1963-01-26 1964-05-21 Esslingen Maschf Gleitlager fuer Bruecken u. dgl. Tragwerke
DE1658587B1 (de) * 1967-10-30 1970-11-05 Dyckerhoff & Widmann Ag Einrichtung zum Herstellen mehrfeldriger Tragwerke,insbesondere Brueckenueberbauten,aus Stahl- oder Spannbeton
US3989218A (en) 1973-07-17 1976-11-02 Societe D'etudes De Genie Civil Et De Techniques Industrielles (Ge.C.T.I.) Cantilever form used in bridge construction
DE2555311C3 (de) * 1975-12-09 1980-06-12 Dyckerhoff & Widmann Ag, 8000 Muenchen Einrichtung zum abschnittsweisen freien Vorbau von Bruckentragwerken aus Stahl- oder Spannbeton
DE2660087C2 (de) 1976-02-26 1980-05-22 Dyckerhoff & Widmann Ag, 8000 Muenchen Einrichtung zum abschnittsweisen freien Vorbau von mehrfeldrigen Brückentragwerken aus Stahl- oder Spannbeton
CH621594A5 (en) * 1977-09-16 1981-02-13 Proceq Sa Sliding bearing
CH628940A5 (de) 1978-02-28 1982-03-31 Montan Castell Ag Verfahren zur herstellung eines tragwerkes und einrichtung zur durchfuehrung dieses verfahrens.
DE2848536A1 (de) 1978-11-09 1980-05-22 Zueblin Ag Einrichtung zum abschnittsweisen freien vorbau von brueckentragwerken aus stahl- oder spannbeton
NO150289C (no) 1982-06-01 1984-09-19 Oestlandske Spennbetong As Anordning for seksjonsvis stoeping av spennarmert betongbro etter frittfrembyggmetoden
DE3247326C2 (de) * 1982-12-21 1984-11-22 Emil Steidle Gmbh & Co, 7480 Sigmaringen Verfahren und Lehrgerüst zur abschnittsweisen Herstellung von Stahlbetonbrücken
DE3620587C1 (en) * 1986-06-19 1987-08-13 Bilfinger Berger Bau Method and device for the construction of reinforced-concrete or prestressed-concrete bridge superstructures in sections

Also Published As

Publication number Publication date
ES2557887T3 (es) 2016-01-29
DE102007047443A1 (de) 2009-04-16
WO2009043749A1 (de) 2009-04-09
PL2203597T3 (pl) 2016-06-30
EP2203597A1 (de) 2010-07-07
BRPI0817512A2 (pt) 2019-01-02

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