EP3098045A1 - Form zur herstellung von betonrohren - Google Patents

Form zur herstellung von betonrohren Download PDF

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Publication number
EP3098045A1
EP3098045A1 EP15169468.4A EP15169468A EP3098045A1 EP 3098045 A1 EP3098045 A1 EP 3098045A1 EP 15169468 A EP15169468 A EP 15169468A EP 3098045 A1 EP3098045 A1 EP 3098045A1
Authority
EP
European Patent Office
Prior art keywords
shell
base frame
mould
elongate core
mould according
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.)
Withdrawn
Application number
EP15169468.4A
Other languages
English (en)
French (fr)
Inventor
Marten Holtrop
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.)
Kijlstra BV
Original Assignee
Kijlstra BV
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 Kijlstra BV filed Critical Kijlstra BV
Priority to EP15169468.4A priority Critical patent/EP3098045A1/de
Priority to PCT/EP2016/060078 priority patent/WO2016188719A1/en
Publication of EP3098045A1 publication Critical patent/EP3098045A1/de
Withdrawn legal-status Critical Current

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00—Methods or machines specially adapted for the production of tubular articles
    • B28B21/76—Moulds

Definitions

  • the invention relates to a mould for producing concrete tubes, which mould comprises:
  • Such a mould is for example known from WO 2014048648 .
  • a method for producing concrete tubes, in which a vertical mould is provided having a partitioned shell and an elongate core arranged in the shell.
  • the elongate core can be shrunk in diameter.
  • the vertical mould is filled with liquid concrete.
  • the liquid concrete is then allowed to set and cure inside of the mould.
  • the partitioned shell is taken apart and the core is shrunk in diameter, such that the core can be taken out of the cured concrete tube.
  • the shrinkable elongate core has a complex mechanism to allow for the reduction in diameter. This complex mechanism is prone to malfunctioning as the cured concrete typically adheres to the outer surface of the core and prevents the reduction in diameter.
  • Another known method for producing a concrete tube which method is used for decades, is by providing a vertical mould having a shell out of one piece and an elongate core arranged within the shell.
  • the mould is filled with an almost set concrete mixture.
  • the concrete is compressed in the mould and directly afterwards, the mould is slid of the compacted almost set concrete mixture, which will more or less maintain the shape of the mould.
  • mould according to the preamble which mould is characterized by at least one flexible joint arranged between each elongate core and the base frame to allow tilting and shifting of the elongate core relative to the perpendicular direction from the support surface.
  • the elongate core can seek the optimal position due to the flexible joint by tilting and shifting. As a result, the set concrete tube will not be damaged when the core is pulled out.
  • any misalignment between the elongate cores and between the elongate cores and the shell are compensated by the flexible joints, which provide each elongate core with the ability to shift and tilt.
  • a preferred embodiment of the mould according to the invention further comprises a coupling arranged between the free end of the partitioned shell opposite of the base frame and the at least one elongate core.
  • the free end of the elongate core is coupled to the free end of the partitioned shell. This ensures a basic alignment of the elongate core relative to the shell.
  • the coupling will be released.
  • the coupling comprises a hole centrally arranged in the end face of the elongate core and an axle arranged to the free end of the partitioned shell and axially slidable into the hole of the core.
  • the end of the axle could be truncated cone shaped to provide a self centering function to the axle.
  • the axle When the elongate core is slid back into the partitioned shell, the axle will slide into the hole of the core providing the desired coupling. After assembly of the mould, the concrete can be poured in and when the concrete has set, the elongate core can be pulled out again, wherein the axle will be pulled out of the hole of the core automatically releasing the coupling.
  • the at least one flexible joint comprises a first joint part arranged to the respective elongate core, a second joint part arranged to the base frame, an elastic layer arranged between the first and second joint parts and a fastener, such as a bolt and nut, extending through the first joint part, the elastic layer and the second joint part for securing the joint parts and elastic layer together.
  • the elastic layer provides for the ability of the two joint parts to tilt relative to each other. Furthermore, when the holes through which the bolt extends are at least slightly larger than the diameter of the bolt, the elastic layer also provides the ability for the two joint parts to shift relative to each other.
  • the second joint part is movable arranged to the base frame in longitudinal direction of the core between a first position and a second position, wherein at least one guide pin is arranged on either the first joint part or the base frame and extends with a tight fit in the first position into a hole arranged in the other of the first joint part and the base frame and has at least a loose fit in the second position.
  • the at least one guide pin ensures that the flexible joint is brought into a starting position in the first position of the second joint part. In this position, the flexible joint is effectively locked to the base frame.
  • the second joint part will be moved to the second position to provide the desired freedom of movement in the joint. So, when the mould is filled with concrete and during the setting of the concrete, the flexible joint is centered relative to the base frame. Only, when the elongate core is pulled out of the shell, the flexible joint is released to provide the tilting and shifting ability to resolve any misalignment between the elongate core and the partitioned shell.
  • the detachable shell parts comprise at least one lock having a T-shaped pin arranged to one shell part and extending into a hole in an adjacent shell part and a fork-element arranged to the adjacent shell part and slidable around and transverse to the T-shaped pin.
  • the fork-elements of adjacent locks are coupled by a connection rod. This allows for simultaneous operation of the locks and speeds up the release of the shell parts.
  • the T-shaped pin is inserted into a hole of an adjacent shell part, when the shell parts are brought together. Then by sliding the fork-element around the T-shaped pin as simple locking is provided.
  • the lock can also be used to tighten the shell parts together, simply by exerting a sufficient sliding force to the fork-element.
  • At least one shell part comprises a support bracket arranged on one end of the shell part for connection with another shell part to support the shell part perpendicular on the another shell part.
  • the partitioned shell After removal of the elongate core, the partitioned shell is opened to remove the concrete tube from the shell. Typically, the partitioned shell will be placed in a horizontal position, such that after removal of the top shell part, the concrete tube is still supported by the lower shell part. In order to keep the shell parts together, the removed top shell part is provided with a bracket, such that it can be placed on the lower shell. This ensures that the shell parts are kept together at all times, and no parts of different partitioned shells are mixed up.
  • the outer surface of the at least one elongate core is a steel surface and wherein the outer surface is polished.
  • the at least one elongate core is preferably tapering in longitudinal direction providing a releasing shape.
  • the inner surface of the partitioned shell is provided with at least one exchangable insert wall part for changing the shape of the inner surface of the partitioned shell.
  • the at least one exchangable insert wall part is a polyurethane plate.
  • Polyurethane can easily be moulded into a desired shape, which then is arranged into the mould of the invention.
  • Figure 1 and 3 show a cross sectional view of an embodiment 1 of the mould according to the invention in a first position.
  • the mould 1 has a base frame 2 on which three elongate cores 3, 4, 5 are arranged.
  • a partitioned shell 6, 7 is arranged around the elongate cores 3, 4, 5 and also supported on the base frame 2.
  • a coupling 8, 9, 10 is arranged at the top of each elongate core 3, 4, 5, which has a pin with a tapered end extending into a hole in the elongate cores 3, 4, 5.
  • the mould 1 is positioned above a device for pulling the elongate cores 3, 4, 5 out of the set concrete tubes 11, 12, 13.
  • This device has a number of hooks 14, which engage on the flexible joint between the base frame 2 and the respective elongate core 3, 4, 5 (see figures 4A and 4B ) and a number of hydraulic pins 15, which can be operated separately to push the concrete tubes 11, 12, 13 together with the partitioned shell 6, 7 upwardly.
  • some of the hydraulic rods 15 are actuated.
  • Figure 3 shows the mould of figure 1 in a second position, in which the hooks 14 are coupled with the flexible joints of the elongate cores 3, 4, 5 and in which some of the hydraulic rods 15 are moved up, to push the concrete tubes 11, 12, 13 together with the partitioned shell 6, 7 upwardly and accordingly pull the elongate cores 3, 4, 5 out of the set concrete tubes 11, 12, 13. With this motion, the couplings 8, 9, 10 are decoupled.
  • Figures 4A and 4B show a detail of the mould 1 of figure 1 and 3 in the first and second position and particular of the flexible joint.
  • the flexible joint of the mould 1 is build out of a first joint part 16 arranged to the respective elongate core 3, 4, 5, a second joint part 17 arranged to the base frame 2, an elastic layer 18 arranged between the first 16 and second joint parts 17 and a fastener 19, in this embodiment a nut 19 arranged on a threaded end of the part 16.
  • two guide pins 20, 21 arranged to the first joint part 16 and the elongate core 3, 4, 5 extend through holes 22, 23 in the base frame 2 with a tight fit, such that the joint parts 16, 17 can only move in longitudinal direction of the elongate core 3, 4, 5.
  • Figure 5 shows a perspective view of the upper shell part 6 of the mould of figure 1 .
  • the inner surface of the shell part 6 is provided with grooves 25 and a widening end 26 to shape the outer surface of the concrete tubes 11, 12, 13.
  • a number of locks 27 are provided, which allow the two shell parts 6, 7 to be locked together.
  • FIG. 6 shows a schematic view of a lock 27 for the shell parts 6, 7 of the mould of figure 1 .
  • the lock 27 has a T-shaped member 28 with rollers 29 at each arm of the T-shape. This T-shaped member 28 is arranged to the shell part 6 and is inserted into a hole 30 in the shell part 7.
  • the shell part 7 has a cavity 31, in which a fork-element 32 is movable. This fork-element 32 is pushed between the rollers 29 and the outer wall of the shell part 7, such that the shell part 6 is pulled against the shell part 7 and a liquid concrete tight assembly of the two shell parts 6, 7 is obtained.

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
EP15169468.4A 2015-05-27 2015-05-27 Form zur herstellung von betonrohren Withdrawn EP3098045A1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP15169468.4A EP3098045A1 (de) 2015-05-27 2015-05-27 Form zur herstellung von betonrohren
PCT/EP2016/060078 WO2016188719A1 (en) 2015-05-27 2016-05-04 Mould for producing concrete tubes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP15169468.4A EP3098045A1 (de) 2015-05-27 2015-05-27 Form zur herstellung von betonrohren

Publications (1)

Publication Number Publication Date
EP3098045A1 true EP3098045A1 (de) 2016-11-30

Family

ID=53365775

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15169468.4A Withdrawn EP3098045A1 (de) 2015-05-27 2015-05-27 Form zur herstellung von betonrohren

Country Status (2)

Country Link
EP (1) EP3098045A1 (de)
WO (1) WO2016188719A1 (de)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB943742A (en) * 1960-02-03 1963-12-04 Verken Ab Otto Casting apparatus
FR1490762A (fr) * 1966-07-08 1967-08-04 Machine avec plateaux vibrants et pression hydraulique, pour la fabrication de tuyaux armés et non armés en béton
US3602962A (en) * 1968-02-03 1971-09-07 Ringsted As Machines for simultaneous molding of a number of concrete pipes
DE8616610U1 (de) * 1986-06-21 1986-08-28 Omag Ostfriesische Maschinenbau Ag, 2970 Emden Betonformmaschine zum Fertigen von rohrförmigen Betongußteilen, insbesondere von Schachtringen und Glockenmuffenrohren
DE4122567A1 (de) * 1990-07-16 1992-01-23 Hiroshi Kitamura Formwerkstueck-klemmvorrichtung mit klemmechanismus und bestaetigungsmechanismus
WO2014048648A1 (en) 2012-09-27 2014-04-03 L'oreal Antiperspirant oil-in-water emulsion comprising an aluminium and/or zirconium antiperspirant salt or complex and a water-insoluble block film-forming ethylenic polymer
WO2015061823A2 (de) * 2013-10-31 2015-05-07 Schlüsselbauer Johann AUßENFORM EINER GIEßFORM ZUM HERSTELLEN ROHRFÖRMIGER BETONFERTIGTEILE

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB943742A (en) * 1960-02-03 1963-12-04 Verken Ab Otto Casting apparatus
FR1490762A (fr) * 1966-07-08 1967-08-04 Machine avec plateaux vibrants et pression hydraulique, pour la fabrication de tuyaux armés et non armés en béton
US3602962A (en) * 1968-02-03 1971-09-07 Ringsted As Machines for simultaneous molding of a number of concrete pipes
DE8616610U1 (de) * 1986-06-21 1986-08-28 Omag Ostfriesische Maschinenbau Ag, 2970 Emden Betonformmaschine zum Fertigen von rohrförmigen Betongußteilen, insbesondere von Schachtringen und Glockenmuffenrohren
DE4122567A1 (de) * 1990-07-16 1992-01-23 Hiroshi Kitamura Formwerkstueck-klemmvorrichtung mit klemmechanismus und bestaetigungsmechanismus
WO2014048648A1 (en) 2012-09-27 2014-04-03 L'oreal Antiperspirant oil-in-water emulsion comprising an aluminium and/or zirconium antiperspirant salt or complex and a water-insoluble block film-forming ethylenic polymer
WO2015061823A2 (de) * 2013-10-31 2015-05-07 Schlüsselbauer Johann AUßENFORM EINER GIEßFORM ZUM HERSTELLEN ROHRFÖRMIGER BETONFERTIGTEILE

Also Published As

Publication number Publication date
WO2016188719A1 (en) 2016-12-01

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