WO1997014544A1 - A collapsible core - Google Patents

A collapsible core Download PDF

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Publication number
WO1997014544A1
WO1997014544A1 PCT/DK1996/000441 DK9600441W WO9714544A1 WO 1997014544 A1 WO1997014544 A1 WO 1997014544A1 DK 9600441 W DK9600441 W DK 9600441W WO 9714544 A1 WO9714544 A1 WO 9714544A1
Authority
WO
WIPO (PCT)
Prior art keywords
collapsible core
shell
areas
pipe
slot
Prior art date
Application number
PCT/DK1996/000441
Other languages
French (fr)
Inventor
Johannes Hvidegaard
Original Assignee
Pedershaab A/S
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 Pedershaab A/S filed Critical Pedershaab A/S
Priority to AT96934445T priority Critical patent/ATE264736T1/en
Priority to AU72795/96A priority patent/AU7279596A/en
Priority to DE69632260T priority patent/DE69632260T2/en
Priority to EP96934445A priority patent/EP0855951B1/en
Publication of WO1997014544A1 publication Critical patent/WO1997014544A1/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/86Cores
    • B28B21/88Cores adjustable, collapsible or expansible

Definitions

  • the present invention concerns a collapsible core for the casting of well articles or the like and comprising an annular shell which substantially forms a pipe having a longitudinal axis extending between the ends of the pipe- said shell being flexurally flexible about the longitudi ⁇ nal axis of the pipe, said shell having opposed side edges defining a slot along the longitudinal axis on one side of the pipe, said collapsible core additionally com ⁇ prising an elongate wedge element, and means for moving the wedge element between an extended position in which it covers the slot and a retracted position in which it is pulled out of the slot and into the interior of the collapsible core, as well as means for pulling the two opposed side edges of the shell toward each other in the retracted position of the wedge element.
  • collapsible core is known e.g. from US Patent No. 3 570 802 and from US Patent No. 1 101 204, in which the collapsible core is used for casting tubular articles in concrete, said collapsible core forming part of a com ⁇ plete mould and defining the mould cavity inwardly.
  • the collapsible core hereby forms the inner contours of the cast article during the casting process.
  • collapsible cores are superior to other types using rigid mould sections which are mutu- ally hinged, in that owing to the flexible shell the use of separate hinges is not necessary to reduce the cross- sectional dimension of the collapsible core.
  • Such hinges are relatively expensive to provide, as they must be ca ⁇ pable of withstanding the aggressive environment usually involved by casting in concrete because of e.g. the vi ⁇ brations which are imparted to the concrete and thereby the mould parts as well as the abrasive properties of the concrete, and as the hinges must be very tight to ensure that no concrete and water penetrate into the inner side of the mould core.
  • the flexible shell involves a problem, as, pre ⁇ cisely because of its flexible properties, the shell may be deformed undesirably when concrete is filled into the mould in which it constitutes the mould core.
  • de ⁇ formation may occur undesirably because of pressure dif ⁇ ferences which occur during filling of concrete into the mould, and which vary in proportion to the depth of the concrete below the surface of the concrete, as the con- crete behaves almost like a viscous liquid, or particu ⁇ larly in those cases where the mould core is not circu ⁇ larly cylindrical where a given pressure will deform the core most in the areas where the mould core has the least curvature or is plane.
  • the flexible shell in the stated collapsible cores is constructed such that it exclusively consists of one area, which is to have sufficient rigidity to avoid unde ⁇ sired deformation, while being flexible enough to be de- formed sufficiently for the core to be stripped from the concrete article in practice.
  • This will be extremely difficult when non-circular articles are in ⁇ volved, and in particular in case of small cross-sec ⁇ tional dimensions.
  • the actual collapse must be of a cer ⁇ tain size so that the core will clearly release the pipe during stripping, as, otherwise, stripping will be diffi ⁇ cult without the concrete article being damaged by the core. If the core tips just slightly, particularly the pointed end may be damaged, which necessitates subsequent repair of the cast pipe article, which adds to the costs.
  • the present invention is intended to provide a collaps ⁇ ible core of the type stated in the opening paragraph, with the advantages involved by such a core, but with the undesired deformations in the mould core wall during the filling process being minimized.
  • the shell of the collapsible core may hereby be consid ⁇ erably more rigid in the first areas than in the second area, as the second area may be without support or have just a small support.
  • the deformation in the shell neces- sary for the stripping is hereby concentrated in the sec ⁇ ond area of the shell, which thus serves as a plate hinge allowing the first areas in the shell of the collapsible core to turn with respect to each other.
  • the mould core may e.g. be constructed such that the first, relatively rigid areas are positioned where the load is greatest, and material may be saved in the second, relatively flexurally flexible areas, as a greater flexibility is desired precisely there.
  • the first, relatively rigid areas are wider transversely to the longitudinal direc ⁇ tion of the pipe than the second, relatively flexurally flexible areas, as this results in a great stability, be ⁇ cause the rigid areas are relatively close to each other and therefore cause some stiffening of the relatively flexurally flexible areas.
  • the shell comprises plate of substantially even thickness which is provided with a plurality of stiffening ribs on the side facing inwards in the pipe, each said rib extending along the inner side of the shell, said ribs being constructed so as to pro- vide the greater flexural flexibility in the second area with respect to the corresponding flexural stability in the first areas.
  • This embodiment is particularly simple to produce, as the ribs may very easily be formed with e.g. different heights so as to provide different rigid- ity in the various areas on the shell of the mould core.
  • the ribs may particularly advantageously be constructed such that they are just secured to the plate at the first, relatively rigid areas.
  • the means for moving the wedge element to an advanced po ⁇ sition in which it covers the slot, and a retracted posi- tion in which it is pulled out of the slot and into the interior of the collapsible core may expediently be se ⁇ cured to one or more of the stiffening ribs, as then no separate means are needed for securing these moving means, which usually comprise one or more actuators with associated guides or mechanisms to guide the wedge ele ⁇ ment during the movement.
  • the means for pulling the two opposed side edges of the shell toward each other in the retracted po ⁇ sition of the wedge element may be secured to the op ⁇ posed side edges of the shell which define a slot along the longitudinal axis on one side of the pipe, thereby also obviating separate attachments for these on the shell itself, which is formed by a plate.
  • the invention provides relatively great degrees of collapse, the invention may of course be applied for mould cores of different cross- sectional shapes, such as circular cross-sections which are used most frequently today.
  • the invention is advantageous particularly in connection with mould cores having a cross-section of varying radius of curvature, such as an oval, an egg-shaped, a triangular or a quad- rangular cross-section, as the possibility of concentrat ⁇ ing the deformations in the second relatively flexurally flexible areas upon contraction of the mould core allows optimum stiffening of the areas along the cross-section of mould which have a relatively large radius of curva- ture, and which are therefore relatively weak.
  • a first set of stiffening ribs is secured at the areas having a rela ⁇ tively small radius of curvature, and a second set of stiffening ribs at the areas having a relatively large radius of curvature, said first set of stiffening ribs having, at the ends thereof, a part which extends into the mould and which is provided with an engagement face facing toward the wall of the mould, said second set of stiffening ribs, at the ends thereof adjoining the first sets of stiffening ribs, having engagement faces which face inwards in the collapsible core, said engagement faces being positioned so as to engage each other in the advanced position of the wedge element and to be disen ⁇ gaged in the retracted position of the wedge element.
  • the collapsible core has an egg-shaped cross-section
  • the means for moving the wedge element are formed by one or more linear actuators, whose one end is secured with respect to the collapsible core opposite the slot, and whose other end is secured to the wedge ele ⁇ ment, and the means for pulling the two opposed side edges of the shell toward each other in the retracted po- sition of the wedge element are formed by a toggle mecha ⁇ nism, which extends between the opposed shell side edges defining the slot, and which is secured at the toggle with respect to the other end of the linear actuator, a particularly compact structure of maximum strength is ob ⁇ tained, as the linear actuators can extend along the greatest principal axis of the egg-shaped cross-section and may thus be relatively large with respect to the other dimensions of the collapsible core.
  • the collapsible core is constructed such that one end of the linear actuators is rigidly mounted on ribs in the pointed end of the collapsible core in such a manner that the principal axis of the linear actuators is re ⁇ tained in the plane of symmetry of the collapsible core, it is ensured that the core is torsional stable both in its casting position and in its stripping position, so that the mould core is not twisted undesirably in the casting position because of possibly penetrating foreign matter between the wedge-shaped element and the lips, and because of a possible oblique pull in the mould during the stripping process.
  • Fig. 1 shows a cross-section through a collapsible core according to the invention in the casting position of the collapsible core.
  • Fig. 2 shows the cross-section of fig. 1 in the stripping position of the collapsible core.
  • Fig. 3 shows a section through a collapsible core, as shown in figs. 1 and 2, seen from the side.
  • Fig. 1 thus shows a cross-section through an egg-shaped collapsible core according to the invention, it being shown that the collapsible core has an outer shell which consists of a plate 1 extending all the way round most of the periphery of the cross-section. However, the plate is terminated with two lips 2 which face each other, said two lips having interposed between them a wedge-shaped element 3.
  • the wedge-shaped element 3 hereby keeps the two lips 2 apart, and the plate 1 together with the wedge-shaped element 3 forms the wall of the mould core which forms the inner contours on the cast article during casting.
  • Fig. 1 thus shows the position assumed by the plate 1 with the lips 2 and by the wedge-shaped element 3, re ⁇ spectively, in the casting position of the mould core.
  • the mould core is provided with stiffening ribs 4 at the areas having the largest radius of curvature, and a further stiffening rib 5 at the pointed end of the egg-shaped cross-section, where the area of the smallest radius of curvature is present.
  • the stiffening rib 5 at the pointed end has flange parts 6 extending into the interior of the mould core and provided with engagement faces 7 which face out- wards toward the plate 1.
  • the stiffening ribs 4 at the areas having the largest radius of curva ⁇ ture are provided with flange parts 8 extending between the plate 1 and the flange parts 6 on the stiffening rib 4 at the pointed end.
  • the flange parts 8 have engagement faces 9 which engage the engagement faces 7 on the flange parts 6 on the ribs 4 in the position of the mould core shown in fig. 1.
  • the engagement faces 7, 9 hereby ensure that the ribs 4 at the areas having the largest radius of curvature are fixed toward the plate 1 in these areas, and thus stiffen the mould core in the position shown.
  • a hydraulic cylinder 10 is provided in the interior of the mould core, and this cylinder is secured at one end to the rib 5 at the pointed end and secured at the other end to the wedge-shaped element 3, so that the hydraulic cylinder 10 is capable of moving and guiding the wedge-shaped element 3 into and out of slot between the lips 2 in determined and adjustable positions. This function will be described more fully with reference to fig. 2.
  • the hydraulic cylinder 10 is rigidly secured to the rib 5 by means of a mounting flange 14 by means of bolts at a distance from both sides of the hydraulic cylinder 10, so that the principal axis 15 of the hydraulic cylinder 10 will always define the plane of symmetry of the mould core, irrespective of whether the mould core is in its casting position or its stripping position.
  • two rods 11 are secured at their one end via ro ⁇ tatable links to the other end of the hydraulic cylinder.
  • the rods 11 are moreover secured at their other end with respect to the lips 2, so that the rods 11 form a toggle mechanism, said hydraulic cylinder 10 being secured the toggle itself.
  • the hydraulic cylinder 10 can hereby move the lips 2 away from and toward each other and away from and toward the wedge 3 and vary the width of the slot between the lips 2 , while the wedge-shaped element 3 is moved into and out of the slot. It will moreover be seen that the hydraulic cylinder 10 is secured to the rib 5 at the pointed end via a support element 12.
  • Fig. 2 shows the same cross-section as is shown in fig. 1, but with the difference that the wedge-shaped element 3 has been pulled into the mould core by the hydraulic cylinder 10, and the lips 2 have been pulled toward each other by means of the toggle formed by the rods 11, so that the mould core has been deformed to assume a reduced cross-sectional area, the area marked in black showing how much the mould core collapses by this deformation.
  • the deformation is concen- trated in the areas A, as the plate 1 is not secured at these areas A either to the ribs 4 or to the rib 5 at the pointed end.
  • Fig. 3 shows a sectional view longitudinally through the collapsible core of figs. 1 and 2, it being seen that there are two identical sets of ribs with associated hy ⁇ draulic cylinders 10. Mounted between these are three further sets of ribs, which in principle operate in the same manner as the ribs 4, 5 of figs. 1 and 2, thereby additionally contributing to stiffening the mould.
  • the inven ⁇ tion may be applied in connection with mould cores of other cross-sections, such as circular and edged cross- sections.
  • the toggle formed by the rods 11 may be constructed in many other ways than the one shown and optionally be replaced by an entirely different struc ⁇ ture, optionally using separate actuators for moving the wedge-shaped element 3 and the lips 2, respectively.
  • the skilled person will also be able to construct the stiffening ribs in many different ways, depending on the situation of use, such as e.g. the cross-sectional geometry of the mould core. It is also contemplated that it may be expedient to have more separate ribs than shown in connection with the em ⁇ bodiment concerned, which, however, is considered to be optimum for egg-shaped cross-sectional geometries.

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Molds, Cores, And Manufacturing Methods Thereof (AREA)
  • Moulds For Moulding Plastics Or The Like (AREA)
  • Materials For Medical Uses (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Laminated Bodies (AREA)
  • Wrappers (AREA)
  • Shaping By String And By Release Of Stress In Plastics And The Like (AREA)
  • Dental Preparations (AREA)

Abstract

A collapsible core for casting e.g. tubular well articles, comprising an annular shell (1) which substantially forms a pipe having a longitudinal axis extending between the ends of the pipe, said shell (1) being flexurally flexible about the longitudinal axis of the pipe. According to the invention, the shell (1) has at least two first areas separated by at least one second area (A), said areas extending between the ends of the pipe, said second area (A) having a flexural flexibility about the longitudinal axis of the pipe which is smaller than the corresponding flexural flexibility in the two first areas. This ensures that the collapsible core has a relatively high degree of collapse, while having an extremely stable shape.

Description

A collapsible core
The present invention concerns a collapsible core for the casting of well articles or the like and comprising an annular shell which substantially forms a pipe having a longitudinal axis extending between the ends of the pipe- said shell being flexurally flexible about the longitudi¬ nal axis of the pipe, said shell having opposed side edges defining a slot along the longitudinal axis on one side of the pipe, said collapsible core additionally com¬ prising an elongate wedge element, and means for moving the wedge element between an extended position in which it covers the slot and a retracted position in which it is pulled out of the slot and into the interior of the collapsible core, as well as means for pulling the two opposed side edges of the shell toward each other in the retracted position of the wedge element.
Such a collapsible core is known e.g. from US Patent No. 3 570 802 and from US Patent No. 1 101 204, in which the collapsible core is used for casting tubular articles in concrete, said collapsible core forming part of a com¬ plete mould and defining the mould cavity inwardly. The collapsible core hereby forms the inner contours of the cast article during the casting process.
When casting tubular articles in concrete it is fre¬ quently required that the cast article is stripped as quickly as possible to keep the production and investment costs as low as possible, so that the mould parts may be used again as quickly as possible for the casting of a new article.
The purpose of the collapsible cores is here that their cross-sectional dimension can be reduced prior to the stripping, so that the collapsible core essentially does not touch the cast article during stripping. In this re¬ spect, the above-mentioned collapsible cores are superior to other types using rigid mould sections which are mutu- ally hinged, in that owing to the flexible shell the use of separate hinges is not necessary to reduce the cross- sectional dimension of the collapsible core. Such hinges are relatively expensive to provide, as they must be ca¬ pable of withstanding the aggressive environment usually involved by casting in concrete because of e.g. the vi¬ brations which are imparted to the concrete and thereby the mould parts as well as the abrasive properties of the concrete, and as the hinges must be very tight to ensure that no concrete and water penetrate into the inner side of the mould core.
However, the flexible shell involves a problem, as, pre¬ cisely because of its flexible properties, the shell may be deformed undesirably when concrete is filled into the mould in which it constitutes the mould core. Thus, de¬ formation may occur undesirably because of pressure dif¬ ferences which occur during filling of concrete into the mould, and which vary in proportion to the depth of the concrete below the surface of the concrete, as the con- crete behaves almost like a viscous liquid, or particu¬ larly in those cases where the mould core is not circu¬ larly cylindrical where a given pressure will deform the core most in the areas where the mould core has the least curvature or is plane.
The flexible shell in the stated collapsible cores is constructed such that it exclusively consists of one area, which is to have sufficient rigidity to avoid unde¬ sired deformation, while being flexible enough to be de- formed sufficiently for the core to be stripped from the concrete article in practice. As mentioned, this will be extremely difficult when non-circular articles are in¬ volved, and in particular in case of small cross-sec¬ tional dimensions. The actual collapse must be of a cer¬ tain size so that the core will clearly release the pipe during stripping, as, otherwise, stripping will be diffi¬ cult without the concrete article being damaged by the core. If the core tips just slightly, particularly the pointed end may be damaged, which necessitates subsequent repair of the cast pipe article, which adds to the costs.
This results in a constructional compromise between on one hand making the shell of the core as flexible as pos¬ sible owing to stripping, and on the other hand making it rigid owing to the stability, which becomes the more dif- ficult, the smaller the cross-section of the shell and the greater the length of the core.
The present invention is intended to provide a collaps¬ ible core of the type stated in the opening paragraph, with the advantages involved by such a core, but with the undesired deformations in the mould core wall during the filling process being minimized.
This is achieved by a collapsible core of the type de- fined in the introductory portion of claim 1, wherein the shell has at least two first areas which are separated by at least one second area, said areas extending uninter¬ ruptedly between the ends of the pipe, said second area having a flexural flexibility about the longitudinal axis of the pipe which is smaller than the corresponding flex¬ ural flexibility in the two first areas.
The shell of the collapsible core may hereby be consid¬ erably more rigid in the first areas than in the second area, as the second area may be without support or have just a small support. The deformation in the shell neces- sary for the stripping is hereby concentrated in the sec¬ ond area of the shell, which thus serves as a plate hinge allowing the first areas in the shell of the collapsible core to turn with respect to each other.
In addition, the mould core may e.g. be constructed such that the first, relatively rigid areas are positioned where the load is greatest, and material may be saved in the second, relatively flexurally flexible areas, as a greater flexibility is desired precisely there.
In a preferred embodiment, the first, relatively rigid areas are wider transversely to the longitudinal direc¬ tion of the pipe than the second, relatively flexurally flexible areas, as this results in a great stability, be¬ cause the rigid areas are relatively close to each other and therefore cause some stiffening of the relatively flexurally flexible areas.
In a preferred embodiment, the shell comprises plate of substantially even thickness which is provided with a plurality of stiffening ribs on the side facing inwards in the pipe, each said rib extending along the inner side of the shell, said ribs being constructed so as to pro- vide the greater flexural flexibility in the second area with respect to the corresponding flexural stability in the first areas. This embodiment is particularly simple to produce, as the ribs may very easily be formed with e.g. different heights so as to provide different rigid- ity in the various areas on the shell of the mould core. The ribs may particularly advantageously be constructed such that they are just secured to the plate at the first, relatively rigid areas.
The means for moving the wedge element to an advanced po¬ sition in which it covers the slot, and a retracted posi- tion in which it is pulled out of the slot and into the interior of the collapsible core, may expediently be se¬ cured to one or more of the stiffening ribs, as then no separate means are needed for securing these moving means, which usually comprise one or more actuators with associated guides or mechanisms to guide the wedge ele¬ ment during the movement.
Similarly, the means for pulling the two opposed side edges of the shell toward each other in the retracted po¬ sition of the wedge element, may be secured to the op¬ posed side edges of the shell which define a slot along the longitudinal axis on one side of the pipe, thereby also obviating separate attachments for these on the shell itself, which is formed by a plate.
As, other things being equal, the invention provides relatively great degrees of collapse, the invention may of course be applied for mould cores of different cross- sectional shapes, such as circular cross-sections which are used most frequently today. Further, the invention is advantageous particularly in connection with mould cores having a cross-section of varying radius of curvature, such as an oval, an egg-shaped, a triangular or a quad- rangular cross-section, as the possibility of concentrat¬ ing the deformations in the second relatively flexurally flexible areas upon contraction of the mould core allows optimum stiffening of the areas along the cross-section of mould which have a relatively large radius of curva- ture, and which are therefore relatively weak.
In a particularly advantageous embodiment, a first set of stiffening ribs is secured at the areas having a rela¬ tively small radius of curvature, and a second set of stiffening ribs at the areas having a relatively large radius of curvature, said first set of stiffening ribs having, at the ends thereof, a part which extends into the mould and which is provided with an engagement face facing toward the wall of the mould, said second set of stiffening ribs, at the ends thereof adjoining the first sets of stiffening ribs, having engagement faces which face inwards in the collapsible core, said engagement faces being positioned so as to engage each other in the advanced position of the wedge element and to be disen¬ gaged in the retracted position of the wedge element. This ensures a particularly good support of the areas having a large radius of curvature, as the ribs support¬ ing these areas are supported by the intermediate ribs at their ends.
Particularly where the collapsible core has an egg-shaped cross-section, it may advantageously be constructed such that the first set of stiffening ribs are formed by ribs secured to the pointed end of the egg-shaped cross-sec¬ tion, and that the slot and the associated wedge element are positioned opposite the pointed end, said second set of stiffening ribs being secured to the egg-shaped cross- section between the slot and the pointed end. This allows the wedge element and the means for pulling the two op¬ posed side edges of the shell toward each other in the retracted position of the wedge element to be positioned in a simple manner at the end facing away from the pointed end, thereby providing maximum space for these.
Thus, when the means for moving the wedge element are formed by one or more linear actuators, whose one end is secured with respect to the collapsible core opposite the slot, and whose other end is secured to the wedge ele¬ ment, and the means for pulling the two opposed side edges of the shell toward each other in the retracted po- sition of the wedge element are formed by a toggle mecha¬ nism, which extends between the opposed shell side edges defining the slot, and which is secured at the toggle with respect to the other end of the linear actuator, a particularly compact structure of maximum strength is ob¬ tained, as the linear actuators can extend along the greatest principal axis of the egg-shaped cross-section and may thus be relatively large with respect to the other dimensions of the collapsible core.
When the collapsible core is constructed such that one end of the linear actuators is rigidly mounted on ribs in the pointed end of the collapsible core in such a manner that the principal axis of the linear actuators is re¬ tained in the plane of symmetry of the collapsible core, it is ensured that the core is torsional stable both in its casting position and in its stripping position, so that the mould core is not twisted undesirably in the casting position because of possibly penetrating foreign matter between the wedge-shaped element and the lips, and because of a possible oblique pull in the mould during the stripping process.
The invention will be described more fully below with reference to the drawing, in which:
Fig. 1 shows a cross-section through a collapsible core according to the invention in the casting position of the collapsible core.
Fig. 2 shows the cross-section of fig. 1 in the stripping position of the collapsible core.
Fig. 3 shows a section through a collapsible core, as shown in figs. 1 and 2, seen from the side.
Fig. 1 thus shows a cross-section through an egg-shaped collapsible core according to the invention, it being shown that the collapsible core has an outer shell which consists of a plate 1 extending all the way round most of the periphery of the cross-section. However, the plate is terminated with two lips 2 which face each other, said two lips having interposed between them a wedge-shaped element 3.
The wedge-shaped element 3 hereby keeps the two lips 2 apart, and the plate 1 together with the wedge-shaped element 3 forms the wall of the mould core which forms the inner contours on the cast article during casting. Fig. 1 thus shows the position assumed by the plate 1 with the lips 2 and by the wedge-shaped element 3, re¬ spectively, in the casting position of the mould core.
According to the invention, the mould core is provided with stiffening ribs 4 at the areas having the largest radius of curvature, and a further stiffening rib 5 at the pointed end of the egg-shaped cross-section, where the area of the smallest radius of curvature is present.
As shown, the stiffening rib 5 at the pointed end has flange parts 6 extending into the interior of the mould core and provided with engagement faces 7 which face out- wards toward the plate 1. Correspondingly, the stiffening ribs 4 at the areas having the largest radius of curva¬ ture are provided with flange parts 8 extending between the plate 1 and the flange parts 6 on the stiffening rib 4 at the pointed end. As shown, also the flange parts 8 have engagement faces 9 which engage the engagement faces 7 on the flange parts 6 on the ribs 4 in the position of the mould core shown in fig. 1.
The engagement faces 7, 9 hereby ensure that the ribs 4 at the areas having the largest radius of curvature are fixed toward the plate 1 in these areas, and thus stiffen the mould core in the position shown.
In addition, a hydraulic cylinder 10 is provided in the interior of the mould core, and this cylinder is secured at one end to the rib 5 at the pointed end and secured at the other end to the wedge-shaped element 3, so that the hydraulic cylinder 10 is capable of moving and guiding the wedge-shaped element 3 into and out of slot between the lips 2 in determined and adjustable positions. This function will be described more fully with reference to fig. 2.
The hydraulic cylinder 10 is rigidly secured to the rib 5 by means of a mounting flange 14 by means of bolts at a distance from both sides of the hydraulic cylinder 10, so that the principal axis 15 of the hydraulic cylinder 10 will always define the plane of symmetry of the mould core, irrespective of whether the mould core is in its casting position or its stripping position.
Further, two rods 11 are secured at their one end via ro¬ tatable links to the other end of the hydraulic cylinder. The rods 11 are moreover secured at their other end with respect to the lips 2, so that the rods 11 form a toggle mechanism, said hydraulic cylinder 10 being secured the toggle itself.
The hydraulic cylinder 10 can hereby move the lips 2 away from and toward each other and away from and toward the wedge 3 and vary the width of the slot between the lips 2 , while the wedge-shaped element 3 is moved into and out of the slot. It will moreover be seen that the hydraulic cylinder 10 is secured to the rib 5 at the pointed end via a support element 12.
Fig. 2 shows the same cross-section as is shown in fig. 1, but with the difference that the wedge-shaped element 3 has been pulled into the mould core by the hydraulic cylinder 10, and the lips 2 have been pulled toward each other by means of the toggle formed by the rods 11, so that the mould core has been deformed to assume a reduced cross-sectional area, the area marked in black showing how much the mould core collapses by this deformation.
According to the invention, the deformation is concen- trated in the areas A, as the plate 1 is not secured at these areas A either to the ribs 4 or to the rib 5 at the pointed end.
Fig. 3 shows a sectional view longitudinally through the collapsible core of figs. 1 and 2, it being seen that there are two identical sets of ribs with associated hy¬ draulic cylinders 10. Mounted between these are three further sets of ribs, which in principle operate in the same manner as the ribs 4, 5 of figs. 1 and 2, thereby additionally contributing to stiffening the mould.
Clearly, in addition to the embodiment shown, the inven¬ tion may be applied in connection with mould cores of other cross-sections, such as circular and edged cross- sections. Further, the toggle formed by the rods 11 may be constructed in many other ways than the one shown and optionally be replaced by an entirely different struc¬ ture, optionally using separate actuators for moving the wedge-shaped element 3 and the lips 2, respectively. In view of the present invention, the skilled person will also be able to construct the stiffening ribs in many different ways, depending on the situation of use, such as e.g. the cross-sectional geometry of the mould core. It is also contemplated that it may be expedient to have more separate ribs than shown in connection with the em¬ bodiment concerned, which, however, is considered to be optimum for egg-shaped cross-sectional geometries.

Claims

P a t e n t C l a l m s
1. A collapsible core for casting e.g. tubular well ar- tides, comprising an annular shell (1) which substan¬ tially forms a pipe having a longitudinal axis extending between the ends of the pipe, said shell (1) being flex¬ urally flexible about the longitudinal axis of the pipe, said shell (1) having opposed side edges (2) defining a slot along the longitudinal axis on one side of the pipe, said collapsible core additionally comprising an elongate wedge element (3), and means (10) for moving the wedge element (3) between an advanced position in which it cov¬ ers the slot, and a retracted position in which it is pulled out of the slot and into the interior of the col¬ lapsible core, as well as means (11) for pulling the two opposed side edges (2) of the shell (1) toward each other in the retracted position of the wedge element (3), c h a r a c t e r i z e d in that the shell (1) has at least two first areas separated by at least one second area (A) , said areas extending between the ends of the pipe, said second area (A) having a flexural flexibility about the longitudinal axis of the pipe which is smaller than the corresponding flexural flexibility in the two first areas.
2. A collapsible core according to claim 1, c h a r ¬ a c t e r i z e d in that the second area or areas (A) are smaller transversely to the longitudinal direction of the pipe than the first areas.
3. A collapsible core according to claim 1 or 2, c h a r a c t e r i z e d in that the shell comprises a plate of substantially even thickness which is provided with a plurality of stiffening ribs (4, 5) on the side facing inwards in the pipe, each said rib extending along the inner side of the shell (1), said ribs (4, 5) being constructed so as to provide the greater flexural flexi¬ bility in the second area (A) with respect to the corre¬ sponding flexural flexibility in the first areas.
4. A collapsible core according to claim 3, c h a r - a c t e r i z e d in that the plate (1) is secured solely to the stiffening ribs (4,5 ) at the first areas.
5. A collapsible core according to claim 3 or 4, c h a r a c t e r i z e d in that the means for moving the wedge element (3) between an advanced position in which it covers the slot, and a retracted position in which it is pulled out of the slot and into the interior of the collapsible core, are secured to one or more of the stiffening ribs (5).
6. A collapsible core according to one of the preceding claims, c h a r a c t e r i z e d in that the means (11) for pulling the two opposed side edges (2) of the shell toward each other in the retracted position of the wedge element (3), are secured to the opposed side edges (2) of the shell which define a slot along the longitudinal axis on one side of the pipe.
7. A collapsible core according to one of the preceding claims, c h a r a c t e r i z e d in that the pipe has a cross-section of varying radius of curvature, such as an oval, an egg-shaped, a triangular or a quadrangular cross-section.
8. A collapsible core according to one of claims 4 and 7, c h a r a c t e r i z e d in that a first set of stiffening ribs (5) is secured at the areas having a relatively small radius of curvature, and a second set of stiffening ribs (4) at the areas having a relatively large radius of curvature, said first set of stiffening ribs (5) having, at the ends thereof, a part (6) which extends into the mould and which is provided with an en¬ gagement face (7) facing toward the wall of the mould, said second set of stiffening ribs (4), at the ends (8) thereof adjoining the first sets of stiffening ribs (5), having engagement faces (9) which face inwards in the collapsible core, said engagement faces (8, 9) being po¬ sitioned so as to engage each other in the advanced posi- tion of the wedge element (3) and to be disengaged in the retracted position of the wedge element (3).
9. A collapsible core according to claim 8, c h a r - a c t e r i z e d in that it has an egg-shaped cross- section, said first set of stiffening ribs (5) being formed by ribs secured to the pointed end of the egg- shaped cross-section, and that the slot and the associ¬ ated wedge element (3) are positioned opposite the pointed end, said second set of stiffening ribs (4) being secured to the egg-shaped cross-section between the slot and the pointed end.
10. A collapsible core according to claim 9, c h a r ¬ a c t e r i z e d in that the means for moving the wedge element are formed by one or more linear actuators (10), whose one end is secured with respect to the collapsible core opposite the slot, and whose other end is secured to the wedge element (3), and that the means for pulling the two opposed side edges of the shell toward each other in the retracted position of the wedge element are formed by a toggle mechanism which extends between the opposed side edges (2) of the shell defining the slot, and which is secured at the toggle with respect to the other end of the linear actuator (10).
11 . A collapsible core according to claim 10 , c h a r - a c t e r i z e d in that one end of the linear actua¬ tors (10) is rigidly mounted on ribs (5) in the pointed end of the collapsible core in such a manner that the principal axis (15) of the linear actuators is retained in the plane of symmetry of the collapsible core.
PCT/DK1996/000441 1995-10-16 1996-10-15 A collapsible core WO1997014544A1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AT96934445T ATE264736T1 (en) 1995-10-16 1996-10-15 COLLAPSIBLE CORE
AU72795/96A AU7279596A (en) 1995-10-16 1996-10-15 A collapsible core
DE69632260T DE69632260T2 (en) 1995-10-16 1996-10-15 COLLAPSE CORE
EP96934445A EP0855951B1 (en) 1995-10-16 1996-10-15 A collapsible core

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DK199501165A DK173581B1 (en) 1995-10-16 1995-10-16 The shrink core
DK1165/95 1995-10-16

Publications (1)

Publication Number Publication Date
WO1997014544A1 true WO1997014544A1 (en) 1997-04-24

Family

ID=8101728

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/DK1996/000441 WO1997014544A1 (en) 1995-10-16 1996-10-15 A collapsible core

Country Status (6)

Country Link
EP (1) EP0855951B1 (en)
AT (1) ATE264736T1 (en)
AU (1) AU7279596A (en)
DE (1) DE69632260T2 (en)
DK (1) DK173581B1 (en)
WO (1) WO1997014544A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005032781A1 (en) * 2003-10-07 2005-04-14 Vertech Hume Pty Ltd Vertical moulding of long concrete articles
DE102012220814A1 (en) 2012-11-14 2014-05-15 Johann Schlüsselbauer Shrinking core for mold during production of hollow bodies of concrete, has core casing whose opposite longitudinal edge portions is connected with partially elastomeric connecting web in spread position at shear-resistant manner

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE212494C (en) *
US1101204A (en) * 1913-01-30 1914-06-23 C F Massey Company Collapsible core for concrete pipes.
US1540185A (en) * 1924-07-21 1925-06-02 Claude G Richards Mold
US3570802A (en) * 1968-10-10 1971-03-16 Hydro Conduit Corp Concrete-molding apparatus having an inner mold member with variable dimension periphery

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE212494C (en) *
US1101204A (en) * 1913-01-30 1914-06-23 C F Massey Company Collapsible core for concrete pipes.
US1540185A (en) * 1924-07-21 1925-06-02 Claude G Richards Mold
US3570802A (en) * 1968-10-10 1971-03-16 Hydro Conduit Corp Concrete-molding apparatus having an inner mold member with variable dimension periphery

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005032781A1 (en) * 2003-10-07 2005-04-14 Vertech Hume Pty Ltd Vertical moulding of long concrete articles
DE102012220814A1 (en) 2012-11-14 2014-05-15 Johann Schlüsselbauer Shrinking core for mold during production of hollow bodies of concrete, has core casing whose opposite longitudinal edge portions is connected with partially elastomeric connecting web in spread position at shear-resistant manner

Also Published As

Publication number Publication date
EP0855951B1 (en) 2004-04-21
ATE264736T1 (en) 2004-05-15
EP0855951A1 (en) 1998-08-05
AU7279596A (en) 1997-05-07
DK173581B1 (en) 2001-03-26
DE69632260D1 (en) 2004-05-27
DE69632260T2 (en) 2005-06-23
DK116595A (en) 1997-04-17

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