EP1360387A2 - Dispositif de repartition de matieres epaisses, notamment de beton - Google Patents

Dispositif de repartition de matieres epaisses, notamment de beton

Info

Publication number
EP1360387A2
EP1360387A2 EP02711845A EP02711845A EP1360387A2 EP 1360387 A2 EP1360387 A2 EP 1360387A2 EP 02711845 A EP02711845 A EP 02711845A EP 02711845 A EP02711845 A EP 02711845A EP 1360387 A2 EP1360387 A2 EP 1360387A2
Authority
EP
European Patent Office
Prior art keywords
telescopic
section
mast section
articulated
telescopic part
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
EP02711845A
Other languages
German (de)
English (en)
Other versions
EP1360387B1 (fr
Inventor
Friedrich Schwing
Horst Heckmann
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.)
Friedrich Wilhelm Schwing GmbH
Original Assignee
Friedrich Wilhelm Schwing 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 Friedrich Wilhelm Schwing GmbH filed Critical Friedrich Wilhelm Schwing GmbH
Publication of EP1360387A2 publication Critical patent/EP1360387A2/fr
Application granted granted Critical
Publication of EP1360387B1 publication Critical patent/EP1360387B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/04Devices for both conveying and distributing
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/04Devices for both conveying and distributing
    • E04G21/0418Devices for both conveying and distributing with distribution hose
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T137/00Fluid handling
    • Y10T137/8593Systems
    • Y10T137/8807Articulated or swinging flow conduit

Definitions

  • the invention relates to a distributor device according to the preamble of patent claim 1.
  • Such distribution devices are known (EP 432 854 and WO 00/24988). These have a telescopic mast section, which is articulated on a slewing ring for the distributor and via a working cylinder from a horizontal transport or rest position to an i. w. vertical working position is pivotable.
  • the boom is mounted on a suitable transport vehicle, such as a truck or crane truck, using this slewing ring.
  • These placing booms are used to hold delivery lines, especially for concrete, and are mainly used for the distribution of concrete to create building ceilings and the like.
  • the telescopic mast section of the placing boom carries the concrete delivery line, which has to be adjusted when the telescopic part is extended.
  • pipeline scissors are known, which are formed from pivot tubes which are connected to one another in an articulated manner. If the movable telescopic part is extended, the swivel tubes are pivoted like a scissors, the ends of the swivel tube re passing one another with their articulation points and consequently the concrete delivery line can follow the telescopic movement.
  • a support bracket is fastened to both the relatively fixed telescopic part and the telescopic part movable for this purpose, to which the section of the concrete delivery line leading to and away from the telescope is fastened.
  • the object of the invention is to provide a distributor device with a telescopic mast section with a compact structure and good load distribution, which is characterized by high stability.
  • a concrete support line is provided in the region of the telescopic mast section, which supports the two telescopic parts and is connected at one end to the extendable telescopic part and at the other end to the relatively fixed other telescopic part, i.e. both telescopic parts so to speak, coupled with each other, both in the transport position and in the intermediate positions, which define the working positions and are caused by the corresponding extension movement of the movable telescopic part.
  • the concrete delivery line is arranged on both sides in the region of the telescopic mast section, ie the approaching part of the concrete delivery line is on one side of the mast section and the pipe shears and the leading part of the concrete delivery line. which leads to the placing boom tip, arranged in the area of the telescopic mast section on the other side.
  • the support beam is guided in an elongated guide rail on the relatively fixed telescopic part and articulated on the extendable telescopic part, there is a constraint-free guidance of the support beam receiving the concrete delivery line during the extension movement of the telescope.
  • the support beam is formed from a bending and torsion beam, in particular is designed as a hollow profile.
  • the swivel tubes of the pipeline scissors are designed on the one hand in an S shape and on the other hand in a C shape.
  • the pipeline shear joints i. H. the joints at which the ends of the pipeline scissors are connected to the advancing and outgoing concrete delivery line and the swivel pipes of the scissors are expediently designed as rigid pipe swiveling connections, which is advantageous in view of the pump surges that occur during the work process when changing the pump stroke. This also contributes to the stable construction of the distributor device.
  • the drive cylinder for the articulated to the telescopic mast section foldable mast section in the region of the front end of the extendable telescope is partly guided by a conventional articulated linkage, but fixed at its other end to the foldable mast section, which has the advantage that the telescope - Pierweg is used to a maximum, in particular is not reduced by the full length of the working cylinder in accordance with the conventional design, since there the working cylinder is usually articulated to the preceding mast section.
  • the outer telescopic part can be brought up to the linkage.
  • Another advantage is the telescopic mast section in connection with other foldable mast sections hinged to it, because this makes the placing boom have improved slip properties, that is, threading the mast tip into windows or other masonry openings is made easier. This makes the placing boom particularly advantageous for use on construction sites with limited free working height, such as in halls.
  • FIG. 1 is a view of an embodiment of the placing boom according to the invention in the working position with the boom sections fully extended and unfolded
  • FIG. 2 shows a view of the placing boom shown in FIG. 1 in the transport position, that is to say in the folded position of the tower sections,
  • FIG. 3 shows a top view of the placing boom according to FIG. 2,
  • Fig. 4 is a schematic representation of the telescopic mast section
  • FIG. 5 shows a plan view of the placing boom according to FIG. 4,
  • FIG. 6 is a sectional view taken along the line A-A in FIG. 4,
  • FIG. 7 is a sectional view taken along the line B-B in FIG. 4,
  • FIG. 8 is a partial representation of a placing boom to show the concrete delivery line
  • Fig. 9 is a view of the boom shown in Fig. 8 in the retracted
  • FIG. 10 is a plan view of the placing boom shown in FIG. 5,
  • Fig. 11 is a view of the placing boom shown in Fig. 9 with the extended
  • FIG. 12 is a plan view of the placing boom according to FIG. 11,
  • Fig. 13 is a schematic sectional view through a designed as a tubular rotary bearing
  • Fig. 14 is a schematic side view of the telescopic mast section in different extended positions.
  • the placing boom 1 shown in FIGS. 1-3 is usually arranged with its slewing ring 2 on a mobile base, for example on a truck or a movable crane truck, or, if necessary, mounted stationary.
  • the placing boom shown has a telescopic mast section 4 articulated here on the slewing ring 2 at 3, which is formed from a first and fixed telescopic part or outer telescopic part 5 and an inner second telescopic part 6 which is displaceable therein.
  • the telescopic mast section 4 can be pivoted from a horizontal transport position shown in FIG. 2 by means of a working cylinder 7 through an angle up to approximately 90 ° into a working position, as shown in FIG. 1.
  • the working cylinder 7 is articulated on a bracket 8 protruding from the slewing ring 2 and engages on a bracket 9 arranged on the outer telescopic part 5.
  • the upper end of the extendable telescopic part 6 facing the distributor mast tip is equipped with an angle bracket 10 to which a further, foldable mast section 11 is articulated.
  • a mast section 12 and finally a third foldable mast section 13, which forms the distributor mast tip, so to speak, is hinged to this.
  • This concrete delivery line ends with a trunk at the placing boom tip 14 and can be moved into any working position for distributing the conveyed concrete by appropriately extending and pivoting the placing boom.
  • the mast sections 11 and 12 are folded by means of a so-called Z-fold, whereas the outermost mast section 13 by means of a so-called roll - Folding is foldable.
  • This folding is shown in FIG. 2. 2
  • the mast section 11 is pivoted by the working cylinder 15 in the arrow direction shown in FIG. 1, whereas the mast section 12 and the mast section 13 are pivoted in the direction indicated by arrows.
  • the concrete delivery line is usually formed from composite pipes in the manner of a pipeline, but can also be formed entirely or partially from a pipe hose.
  • the concrete delivery line 17 is flanged in the area of the slewing ring 2, so that it can be supplied via a concrete pump, usually also arranged on the truck or crane, usually a double-cylinder pump, for thick matter, in particular concrete.
  • a pipeline scissors generally designated 18 is provided, which is formed here from a swivel tube 19 and a second swivel tube 20.
  • the two swivel tubes 19 and 20 are hinged together at 21. Otherwise, the swivel tube 19 is articulated via a joint 22 with a conveying line outlet leading away. cut 23 of the delivery line 17 connected. This conveying line section 23 leading away is fastened to a support beam 24, specifically on its top surface, as shown in FIG. 5.
  • the attachment points are designated 25 and 26 here.
  • the support bracket 24 is arranged laterally on the relatively fixed telescopic part 5 and is guided displaceably there.
  • an elongated guide rail 28 is arranged on the side surface 27 of the telescopic part 5, which is shown in dashed lines in FIGS. 4 and 5.
  • This longitudinal guide rail 28 has, as again shown in FIG. 7, a dovetail-shaped groove in which the support bracket 24 is guided by a slide piece designated 29.
  • the slider 29 is expediently connected to the support bracket 24 via a pivot pin 30.
  • the support bracket 24 is connected to the extendable inner telescopic part 6, specifically via a pivot pin designated by 31. If the inner telescopic part 6 is extended, the support bracket 24 is taken along as a result of the articulation via the pivot pin or pivot pin 31 and thus also the conveying line section 23 arranged on the support bracket 24. At the same time, the two pivot tubes 19 and 20 move by the pivot tube 19 with the extendable telescopic part 6 is pivoted clockwise as a result of the articulation at 22, on the other hand the pivot tube 20 placed on the pivot tube 19 in the counterclockwise direction, the pivot tube 20 being mounted in a joint 31 on the underside of the relatively fixed mast section 5.
  • the conveying line section leading from the slewing ring 2 to the joint 31 is denoted by 32. This connects to the joint 31 on the swivel tube 20.
  • the feeding conveyor line section 32 is arranged on the opposite side of the first telescopic part 5 on which the support beam 24 is arranged.
  • the concrete delivery line is located in the region of the telescopic mast section both on one side and on the other side of the mast section 4.
  • the joints 21, 22 and 31 of the pipeline shears are designed here as rigid pipe slewing rings, as is schematically illustrated in FIG. 7 in relation to the joint 31.
  • the pipe ends of the pipes adjoining the joint can be rotatably received in a socket.
  • the pipe ends are reinforced by a welded-on or otherwise applied sleeve.
  • FIG. 13 shows an exemplary embodiment of a suitable tubular pivot bearing, namely on the basis of the joint 31, which is arranged below the telescopic part 5.
  • the end of the conveying line section 32 leading here is designed like a flange at 36 and connects to a corresponding bearing tube 37 with a flange-like design on both sides, the coupling being effected via a sleeve 38, which is only shown schematically.
  • the bearing tube 37 is supported by means of bearing elements 39 in a bush 40, which is preferably fastened to the telescopic part 5 by welding.
  • the end of the S-tube 20 is shown, which is welded here to the corresponding flange of the bearing tube 37.
  • FIG. 1 and 4 finally show that the working cylinder 15 is articulated on the piston side at the front end of the telescopic part 6, that is to say toward the top of the placing boom specifically on the angle bracket 10.
  • the intermediate joints shown only schematically in FIG. 5 are shown in greater detail in FIG. 1.
  • the working cylinder 15 is articulated on the subsequent mast section 11, specifically, as can be seen in FIG. 1, in the area of the middle of the mast, specifically on a transverse console 33.
  • FIGS. 8-12. 9 and 10 show the placing boom in the folded position of the mast sections, whereas in FIGS. 11 and 12 the telescopic mast section is shown without the other mast sections, but in the extended length.
  • the swivel tubes 19 and 20 in S and C shape can be seen very clearly from FIG. It should be noted that for the sake of clarity, further details are not shown in FIGS.
  • the support beam 24 which is arranged on the side of the relatively fixed mast part or telescopic part 5 and carries the concrete delivery line and thus ensures a constraint-free guidance 1 in particular, that the telescopic mast section 4 coupled to the slewing ring 2 and the other mast sections articulated at the end of the telescopic mast section make this placing boom very suitable on construction sites with a limited free working height, for example in halls is, whereby this structure shows very good slip properties, which guarantees a very good threading of the mast tip into windows or other masonry openings for access to the interior of the hall. Because of the stepless adjustability of the telescopic mast section, the mast can be placed precisely on the edges of the building. As can best be seen from FIGS. 6 and 7, the two telescopic parts 5 and 6 are designed as box profiles with an essentially rectangular cross section.
  • the support beam 24 is also designed as a box profile, that is to say as a closed hollow profile, the cross-sectional shape being essentially rectangular.
  • the other supply lines such as hydraulic hoses, cables and pipes are bundled, so that they can be guided along the concrete delivery line elements along the course of the pipe shears of the concrete delivery line as supply bundles and can be suitably fastened to them.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
EP02711845A 2001-02-12 2002-02-07 Dispositif de repartition de matieres epaisses, notamment de beton Expired - Lifetime EP1360387B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10106427 2001-02-12
DE10106427A DE10106427B4 (de) 2001-02-12 2001-02-12 Verteilervorrichtung für Dickstoffe, insbesondere für Beton
PCT/EP2002/001290 WO2002064911A2 (fr) 2001-02-12 2002-02-07 Dispositif de repartition de matieres epaisses, notamment de beton

Publications (2)

Publication Number Publication Date
EP1360387A2 true EP1360387A2 (fr) 2003-11-12
EP1360387B1 EP1360387B1 (fr) 2009-01-14

Family

ID=7673736

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02711845A Expired - Lifetime EP1360387B1 (fr) 2001-02-12 2002-02-07 Dispositif de repartition de matieres epaisses, notamment de beton

Country Status (13)

Country Link
US (1) US6871667B2 (fr)
EP (1) EP1360387B1 (fr)
JP (1) JP4128080B2 (fr)
KR (1) KR100668027B1 (fr)
CN (1) CN1247868C (fr)
AT (1) ATE421014T1 (fr)
AU (1) AU2002231782B2 (fr)
BR (1) BR0206688B1 (fr)
DE (2) DE10106427B4 (fr)
ES (1) ES2209679T1 (fr)
HK (1) HK1056588A1 (fr)
TR (1) TR200302371T3 (fr)
WO (1) WO2002064911A2 (fr)

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Also Published As

Publication number Publication date
AU2002231782B2 (en) 2005-12-22
TR200302371T3 (tr) 2004-02-23
DE10106427B4 (de) 2006-06-22
US6871667B2 (en) 2005-03-29
CN1491310A (zh) 2004-04-21
KR100668027B1 (ko) 2007-01-15
BR0206688B1 (pt) 2011-06-28
US20040108003A1 (en) 2004-06-10
ATE421014T1 (de) 2009-01-15
ES2209679T1 (es) 2004-07-01
KR20030096257A (ko) 2003-12-24
DE10106427A1 (de) 2002-08-14
JP2004526080A (ja) 2004-08-26
CN1247868C (zh) 2006-03-29
HK1056588A1 (en) 2004-02-20
JP4128080B2 (ja) 2008-07-30
WO2002064911A3 (fr) 2002-12-19
EP1360387B1 (fr) 2009-01-14
BR0206688A (pt) 2004-02-03
WO2002064911A2 (fr) 2002-08-22
DE50213216D1 (de) 2009-03-05

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