EP2573269B1 - Avant-bec de lancement pour la fabrication d'une construction de pont - Google Patents

Avant-bec de lancement pour la fabrication d'une construction de pont Download PDF

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Publication number
EP2573269B1
EP2573269B1 EP12006661.8A EP12006661A EP2573269B1 EP 2573269 B1 EP2573269 B1 EP 2573269B1 EP 12006661 A EP12006661 A EP 12006661A EP 2573269 B1 EP2573269 B1 EP 2573269B1
Authority
EP
European Patent Office
Prior art keywords
struts
transverse
launching nose
nose according
diagonal
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.)
Not-in-force
Application number
EP12006661.8A
Other languages
German (de)
English (en)
Other versions
EP2573269A1 (fr
Inventor
Catrin Max
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.)
BMTI Baumaschinentechnik International Gmbh and Co KG
Original Assignee
BMTI BAUMASCHINENTECHNIK INTERNAT & CO KG GmbH
BMTI Baumaschinentechnik International 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 BMTI BAUMASCHINENTECHNIK INTERNAT & CO KG GmbH, BMTI Baumaschinentechnik International Gmbh and Co KG filed Critical BMTI BAUMASCHINENTECHNIK INTERNAT & CO KG GmbH
Priority to PL12006661T priority Critical patent/PL2573269T3/pl
Publication of EP2573269A1 publication Critical patent/EP2573269A1/fr
Application granted granted Critical
Publication of EP2573269B1 publication Critical patent/EP2573269B1/fr
Not-in-force 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
    • E01D21/06—Methods or apparatus specially adapted for erecting or assembling bridges by translational movement of the bridge or bridge sections
    • E01D21/065—Incremental launching

Definitions

  • the invention relates to a Vorbaumchnabel for producing a bridge structure according to the preamble of patent claim 1.
  • Vorbaumau cable is known, which is rigidly attached to the free end of the stem and thus leads the actual end of the superstructure. Due to the relatively low weight of the stem, crimping moments remain comparatively small. If the front linkage reaches the next head bearing as it moves forward, this leads to a changed static system in which the load is distributed very early on two bridge piers. In this way, the moment load on the pillars can be additionally reduced. The resulting margin can be used for increasing the individual span widths of the bridge structure and / or for a slimmer bridge superstructure. Examples of such Vorbauschnäbel are in the DE 27 23 770 and DE 199 43 811 A1 disclosed.
  • the object of the invention is to design a front-end bock by constructive improvements so that it is suitable for repeated use in different structures.
  • the basic idea of the invention is to further develop known rigid leading nails so that they can be adapted to the geometry of different superstructure cross sections.
  • the approach taken by the invention provides modifications of the wind band, which allow to adjust the lateral spacing of the support disks as required. This makes it possible to adapt the width of the wind band and thus the width of the entire forklift to the respective cross-sectional geometry of the bridge structure.
  • the width adjustment of the wind band is achieved according to the invention on transverse and diagonal struts, which are adjustable in length and lockable. One and the same wind band can be used in this way after its conversion to another width for other bridge structures.
  • a first advantage resulting from the repeated use of a wind bandage or frontal harness according to the invention lies in the possibility of being able to transfer the planning and production costs to several structures. As a result, bridge structures can be calculated more economically and thus achieve competitive advantages.
  • the conversion of a leading-edge cable to another geometry is essentially done by the length adjustment of the transverse and diagonal struts of the wind band.
  • the transverse and diagonal braces are telescopically formed, wherein the geometry of an outer longitudinal profile and the geometry of an inner longitudinal profile are coordinated so that the inner longitudinal profile can be inserted into the outer longitudinal profile.
  • the longitudinal profiles are angle profiles or profiles with a U - or I - shaped cross section.
  • hollow sections are used with a rectangular or circular cross-section.
  • some or all of the cross braces and / or diagonal braces may be designed as hydraulic cylinder piston units which can be acted upon by a pressure medium.
  • preferred is a manual adjustment of the transverse and diagonal struts, which ensures high reliability and economy due to the simpler design.
  • the locking of the telescoping parts is carried out according to an advantageous embodiment of the invention via transverse bores in the outer and inner longitudinal profile, which can be brought in the course of insertion in an aligned position.
  • the two parts are then fixed in their relative position to each other.
  • the fixation is effected by means of two successive locking pins. This type of connection allows you to adjust the wind band in a very short time in the grid of the distance of the cross holes.
  • the outer longitudinal profile in the form of a hollow profile has an aligned in strut axis internal thread into which the inner profile with a corresponding external thread can be screwed.
  • these two ways of length adjustment are combined with the coarse quick adjustment, the socket pin connection is used and the fine adjustment is made via a spindle struts head at the end of the inner hollow profile, which cooperates with an internal thread at the end of the outer hollow profile.
  • a very effective adaptation of the wind band is given to any cross-sectional geometry.
  • the changeover times are shortened enormously in this way.
  • connection of the diagonal braces to the two support disks can also be articulated, or rigid, to increase the inherent rigidity of the overall construction.
  • Fig. 1 corresponds to a highly simplified representation of the production of a bridge structure 1 in the clock shift method. It can be seen along a predetermined route arranged components of the bridge structure 1, namely its abutment 2, the bridge pier 3, each having a sliding bearing 4 at the pier head, and the superstructure 5, which is composed of a plurality of roadway elements 6.
  • the elements 6 are produced in the region of the abutment 2 and connected to the previously manufactured element 6.
  • the superstructure is advanced by one element length by means of hydraulic presses 7, which are supported against a stationary bearing 8, along the route, wherein the superstructure 5 slides on the sliding bearing 4 of the pillar 3.
  • the free end of the first roadway element 6 is used for attachment of a frontal cable 9, which thus leads the superstructure 5 in a known manner.
  • the more detailed structural design of the frontal cable 9 according to the invention is in the Fig. 2 to 12 shown.
  • the Fig. 2 to 6 show one and the same frontal 9 in different views. Due to its design according to the invention, the front projection 9 can be easily replaced by a narrow embodiment (FIG. Fig. 2 and Fig. 5 ) in a broad embodiment ( Fig. 3 and Fig. 6 ) be converted.
  • the Vorbaumchnabel 9 comprises two substantially parallel to each other arranged vertical support disks 10, which have a pronounced longitudinal direction compared to their height.
  • the length of the support disks 10 may be 60 m and more.
  • the upper longitudinal edge of the support disks 10 is formed by a top flange 11, the lower longitudinal edge of a lower flange 12.
  • the first element 6 associated end of the two support disks 10 has a comparatively large amount to the forces occurring during advancement safely into the superstructure. 5 to be able to initiate.
  • the opposite end has only a small height, resulting in a side view approximately trapezoidal outline.
  • the support disks 10 consist essentially of sheet-like sheets, which are reinforced by numerous stiffening plates.
  • the support disks 10 may be formed by lattice girders or in other construction.
  • the essence of the invention is expressed in the constructive design of the wind band 13, which braces the two support disks 10 against each other and thus gives the Vorbaumchnabel 9 the necessary stability, while allowing an adjustment of the lateral distance of the two support disks 10 to each other to the Vorbaumchnabel. 9 to adapt to the respective cross section of the superstructure 5.
  • the wind bandage 13 consists essentially of a juxtaposition horizontal frame 14 in the plane of the lower chords 12 over the entire length of the support disks 10 and a number of vertical frame 15 in a staggered arrangement.
  • each horizontal frame 14 consists of two parallel transverse struts 16.1 and 16.2, which are arranged relative to the longitudinal axis of the stem 9 at an axial distance from each other and enclose together with the bottom chords 12 of the two support disks 10 a rectangular field.
  • the cross strut 16.1 and 16.2 of a frame 14 at the same time forms the cross strut 16.2 or 16.1 of an immediately adjacent frame 14.
  • two diagonal struts 17 are arranged symmetrically to the longitudinal axis of the frontal 9. The one end of the diagonal struts 17 in each case connects centrally to a gusset plate 20 welded to the transverse bar 16.
  • the other one End is hinged each with edge welded to the bottom straps 12 gussets 21.
  • the formation of the vertical frame 15 is realized in each case in the region of the transverse struts 16, wherein the cross struts 16 are both part of the horizontal frame 14 and vertical frame 15, so exercise a dual function.
  • the axial distance of the vertical frame 15 with each other corresponds to the height of a horizontal frame 14, ie the axial distance between two adjacent transverse struts 16.1 and 16.2.
  • a rectangular field is formed which is stiffened by means of diagonal struts 19 extending in the field plane.
  • the diagonal braces 19 close at one end centrally to a gusset plate 32 welded to the transverse strut 16, while its other end is fastened to the support plates 10 at the gusset plates 22 welded at the edge.
  • the truss-like bracing means of the horizontal frame 14 and vertical frame 15 connects the two support disks 10 frictionally with each other, so that both support disks 10 for the removal of the forces acting on the front panel 9 forces always cooperate.
  • the cross struts 16 and 18 and diagonal struts 17 and 19 are adjustable in length and fixed in the set length.
  • FIGS. 8 to 12 show the wind bandage 13 without the support disks 10, wherein in the Figures 9 and 11 the hidden edges are shown in dashed lines.
  • the structural design of the transverse struts 16 and 18 comprises a first outer hollow section 23 with a rectangular cross-section and two further inner hollow sections 24, wherein the outer contour of the other Hollow sections 24 adapted to the inner contour of the first hollow section 23 that the other hollow sections 24th can each be inserted into the ends of the first hollow section 23.
  • the first hollow profile 23 thus forms a receptacle for the axially insertable further hollow profiles 24th
  • sliding bushes can be used in the transverse bores 25 and 26.
  • socket pin 27 To fix the first hollow section 23 and the other hollow sections 24 in the selected relative position to each other are used socket pin 27, which are inserted and secured in the aligned transverse bores 25 and 26. In this way, in the grid of the axial distance of the transverse bores 25 and 26, a quick length adjustment of the transverse struts 16 and 18 possible.
  • an insert member 28 is inserted with axial threaded bore at least in one end of the inner hollow sections 24.
  • a strut head 29 with its rod-shaped part having an external thread can be screwed, while the end formed as a clevis connects to the respective gusset plate 21, 22.
  • the diagonal struts 17 and 19 may have the same structure as the transverse struts 16 and 18. However, a simplified, substantially two-part design of the diagonal struts 17 and 19 with a first hollow profile 30 and only a single second hollow profile 31, which can be inserted and fixed into one another in the manner described above, is preferred. For fine adjustment of length, the diagonal struts 17 and 19 only have a screwable strut head 29, while the diagonal struts 17 and 19 are hinged at their other end via a plug pin connection to the corresponding gusset plate 20, 32. Otherwise, the same applies to the cross braces 16, 18 said.
  • a corresponding two-part construction is basically also possible with the transverse struts 16, 18.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (11)

  1. Avant-bec de lancement pour la réalisation de constructions de ponts (1), avec deux plaques porteuses (10) à faces planes et parallèles, disposées à distance latérale l'une de l'autre, et avec un contreventement (13) reliant entre elles les deux plaques porteuses (10), sachant que le contreventement (13) est composé à la manière d'un treillis de montants transversaux (16, 18) et de montants diagonaux (17, 19), caractérisé en ce que les montants transversaux (16, 18) et les montants diagonaux (17, 19) sont d'une longueur pouvant être réglée et fixée.
  2. Avant-bec de lancement selon la revendication 1, caractérisé en ce que les montants transversaux (16, 18) et/ou les montants diagonaux (17, 19) présentent chacun un profilé longitudinal extérieur (23, 30) et au moins un profilé longitudinal intérieur (24, 31), profilés qui peuvent être enfilés ou vissés les uns dans les autres pour régler la longueur.
  3. Avant-bec de lancement selon la revendication 2, caractérisé par des moyens de fixation pour bloquer le profilé longitudinal extérieur (23, 30) et le profilé longitudinal intérieur (24, 31) dans leur position relative réglée.
  4. Avant-bec de lancement selon la revendication 3, caractérisé en ce que les moyens de fixation comprennent des perçages transversaux alignés (25, 26) dans le profilé longitudinal extérieur (23, 30) et dans le profilé longitudinal intérieur (24, 31) ainsi que des boulons (27), sachant que les boulons (27) peuvent être insérés dans les perçages transversaux (25, 26).
  5. Avant-bec de lancement selon l'une des revendications 1 à 4, caractérisé en ce qu'au moins une extrémité des montants transversaux (16, 18) et/ou des montants diagonaux (17, 19) présente un filetage intérieur, qui est orienté dans l'axe des montants et dans lequel peut être vissée une tête de montant (29) à filetage extérieur.
  6. Avant-bec de lancement selon l'une des revendications 1 à 5, caractérisé en ce que les plaques porteuses (10) présentent chacune une membrure inférieure (12) et une membrure supérieure (11) et des goussets en tôle (20, 32) sont fixés sur la membrure inférieure (12) et/ou sur la membrure supérieure (11) aux points de raccordement des montants diagonaux (17, 19), goussets auxquels les montants diagonaux (17, 19) sont raccordés de manière articulée.
  7. Avant-bec de lancement selon l'une des revendications 1 à 6, caractérisé en ce que les plaques porteuses (10) présentent chacune une membrure inférieure (12) et une membrure supérieure (11) et des goussets en tôle (21, 22) sont fixés sur la membrure inférieure (12) et/ou sur la membrure supérieure (11) aux points de raccordement des montants transversaux (16, 18), goussets auxquels les montants transversaux (16, 18) sont raccordés de manière articulée.
  8. Avant-bec de lancement selon l'une des revendications 1 à 6, caractérisé en ce que les plaques porteuses (10) présentent chacune une membrure inférieure (12) et une membrure supérieure (11) et les montants transversaux (16, 18) sont raccordés de manière rigide en flexion à la membrure inférieure (12) et/ou à la membrure supérieure (11), de préférence par l'intermédiaire de plaques de tête.
  9. Avant-bec de lancement selon l'une des revendications 1 à 8, caractérisé en ce que les montants diagonaux (17, 19) d'un cadre horizontal (14) et/ou d'un cadre vertical (15) se raccordent à un montant transversal (16, 18) de telle sorte que les axes longitudinaux de deux montants diagonaux (17, 19) se rencontrent centralement dans la région du montant transversal (16, 18).
  10. Avant-bec de lancement selon l'une des revendications 1 à 9, caractérisé en ce que les montants transversaux (16, 18) et/ou les montants diagonaux (17, 19) sont fixés de manière amovible aux plaques porteuses (10).
  11. Avant-bec de lancement selon l'une des revendications 1 à 10, caractérisé en ce que les profilés longitudinaux des montants transversaux (16, 18) et/ou des montants diagonaux (17, 19) présentent une section fermée.
EP12006661.8A 2011-09-22 2012-09-24 Avant-bec de lancement pour la fabrication d'une construction de pont Not-in-force EP2573269B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL12006661T PL2573269T3 (pl) 2011-09-22 2012-09-24 Występ zamykający do konstruowania budowli mostowej

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102011113875A DE102011113875A1 (de) 2011-09-22 2011-09-22 Vorbauschnabel mit variablem Windverband zur Herstellung eines Brückenbauwerks

Publications (2)

Publication Number Publication Date
EP2573269A1 EP2573269A1 (fr) 2013-03-27
EP2573269B1 true EP2573269B1 (fr) 2015-02-18

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ID=47080118

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EP12006661.8A Not-in-force EP2573269B1 (fr) 2011-09-22 2012-09-24 Avant-bec de lancement pour la fabrication d'une construction de pont

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EP (1) EP2573269B1 (fr)
DE (1) DE102011113875A1 (fr)
PL (1) PL2573269T3 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103498424B (zh) * 2013-09-26 2016-09-07 宋功业 大跨钢结构桥顶推施工用立柱
CN105544412B (zh) * 2016-02-01 2017-04-19 中铁四局集团钢结构有限公司 三主桁刚性悬索加劲连续钢桁梁带加劲弦的顶推施工方法
IT201700041316A1 (it) * 2017-04-13 2018-10-13 Cimolai S P A Prolunga per un avambecco per il varo di ponti
IT201700041278A1 (it) * 2017-04-13 2018-10-13 Cimolai S P A Avambecco per il varo di ponti
DE102018203612A1 (de) * 2018-03-09 2019-09-12 Peri Gmbh Absenkeinrichtung sowie Stützvorrichtung und Deckenschalung mit einer solchen Absenkeinrichtung
CN116498051B (zh) * 2023-04-24 2024-04-02 中天华南建设投资集团有限公司 一种施工平台及其组装使用方法

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2723770A1 (de) 1977-05-26 1978-12-07 Zueblin Ag Taktschiebeverfahren zur herstellung eines bruecken-ueberbaus
DE29913244U1 (de) 1999-07-29 2000-04-27 Hermann Kirchner Gmbh & Co Kg Fertigungsgerät zur Errichtung von Spannbetonbrückenüberbauten im Taktverfahren

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EP2573269A1 (fr) 2013-03-27
PL2573269T3 (pl) 2015-07-31
DE102011113875A1 (de) 2013-03-28

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