EP1565294B1 - Method and apparatus for manufacturing an elongated product with a longitudinal and strenghtening reinforcement, and such a product - Google Patents

Method and apparatus for manufacturing an elongated product with a longitudinal and strenghtening reinforcement, and such a product Download PDF

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Publication number
EP1565294B1
EP1565294B1 EP03776072A EP03776072A EP1565294B1 EP 1565294 B1 EP1565294 B1 EP 1565294B1 EP 03776072 A EP03776072 A EP 03776072A EP 03776072 A EP03776072 A EP 03776072A EP 1565294 B1 EP1565294 B1 EP 1565294B1
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EP
European Patent Office
Prior art keywords
reinforcement
strengthening
longitudinal
longitudinal reinforcement
length
Prior art date
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Expired - Lifetime
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EP03776072A
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German (de)
French (fr)
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EP1565294A1 (en
Inventor
Nicolaas Jozef Maria Van Den Boomen
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BETON SON BV
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BETON SON BV
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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
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/04Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
    • B28B23/06Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed for the production of elongated articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/08Producing shaped prefabricated articles from the material by vibrating or jolting
    • B28B1/084Producing shaped prefabricated articles from the material by vibrating or jolting the vibrating moulds or cores being moved horizontally for making strands of moulded articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/08Producing shaped prefabricated articles from the material by vibrating or jolting
    • B28B1/084Producing shaped prefabricated articles from the material by vibrating or jolting the vibrating moulds or cores being moved horizontally for making strands of moulded articles
    • B28B1/085Introducing non-longitudinal reinforcing elements, e.g. spirally shaped
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B3/00Producing shaped articles from the material by using presses; Presses specially adapted therefor
    • B28B3/20Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein the material is extruded
    • B28B3/22Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein the material is extruded by screw or worm
    • B28B3/228Slipform casting extruder, e.g. self-propelled extruder
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/58Prestressed concrete piles

Definitions

  • the invention relates to a method for manufacturing an elongated product from viscous, hardening material such as concrete or a similar material, provided with a longitudinal reinforcement and, at least locally, a helical strengthening reinforcement, wherein on a forming apparatus, over the length of the elongated product to be manufactured a longitudinal reinforcement is provided, while, on a desired place and over a desired length relative thereto, the strengthening reinforcement supplied from a supply location is positioned, and the viscous, hardening material is provided in the desired shape on and around the reinforcement from a feeder element which is held downstream at a distance in front of the supply location, while the provision of the viscous, hardening material is started near a first extremity of the longitudinal reinforcement and, subsequently, is continued in the direction of a second extremity of the longitudinal reinforcement located opposite the first extremity.
  • the invention also relates to an apparatus for manufacturing such a product as well as the product itself.
  • a method of the type described hereinabove is known from GB-A 1 454 050 ( US-A-3909431 ).
  • the strengthening reinforcement is formed on the outer shell of a pile which extends from the supply location for the strengthening reinforcement as far as into the feeder member for the viscous, hardening material and through which pile the-longitudinal reinforcement extends.
  • this length is cut off and can then be manually slid over the pile until the forward end of this length has been embedded in the supplied viscous hardening material such that when the feeder member is moved this length is not carried along, but remains stationary in the further supplied material.
  • Manually moving a cut-off length of strengthening reinforcement when the forming apparatus is in operation is a hazardous action and can, moreover, adversely affect the accuracy of the positioning of the strengthening reinforcement relative to the longitudinal reinforcement.
  • the intended length of strengthening reinforcement rotates around the pile, this length is limited to the distance from the deforming element to the supply location, because otherwise, forming the elongated product such as a driven pile from viscous, hardening material would be disturbed.
  • the strengthening reinforcement is to be provided over a length which is longer than the intended maximum length of manufacture, then, use is to be made of two lengths of strengthening reinforcement to be manufactured one after the other.
  • the second length can, with all associated drawbacks, be moved by hand and be pushed into the mass of material. This operation is harder still in view of the fact that the rearward extremity of the first length of strengthening reinforcement is present there too.
  • the invention contemplates eliminating the above-described problems when applying the helical strengthening reinforcement, and providing a method wherein the helical strengthening reinforcement can be positioned relative to the longitudinal reinforcement in a safe and accurate manner, and wherein, without overlaps, a strengthening reinforcement composed from parts can be provided over the desired total length in an efficient manner and with a high production capacity.
  • the helical strengthening reinforcement is formed and fixed directly on and around the longitudinal reinforcement. Due to this feature, the strengthening reinforcement can be positioned on and attached to the desired location relative to the longitudinal reinforcement under optimal conditions, i.e. substantially before it is in contact with the viscous, hardening material, whereupon, with the feeder member moving, the thus composed longitudinal and strengthening reinforcement is enveloped by viscous, hardening material.
  • an optimal configuration of the reinforcement can be obtained without manual intervention, by feeding at the proper rate and cutting off the strengthening reinforcement formed in situ at the right moment, which advantage is all the more clear considering the fact that elongated products such as the present are often manufactured in series, lying one behind the other on an extended forming apparatus with, for instance, a length of 100 meters or more.
  • Attaching the strengthening reinforcement onto the longitudinal reinforcement can be done by means of a clamping action, for instance by designing the helical strengthening reinforcement with an inner circumference which is smaller than the outer circumference of the longitudinal reinforcement. This could be considered to be less desirable because of the shifting of a length of strengthening reinforcement over and along the longitudinal reinforcement while it is being formed. Therefore, according to a further embodiment of the invention, it is proposed that the helical strengthening reinforcement be designed having at least one winding part with a smaller diameter than a winding part preceding it or following it, while particularly, an embodiment is preferred wherein only a winding part which has been supplied last is a winding part with a smaller diameter.
  • the strengthening reinforcement can smoothly shift over and along the longitudinal reinforcement, while after cutting, through resilient engagement, the last winding part fixes the strengthening reinforcement onto the longitudinal reinforcement at a position to be determined in advance.
  • the strengthening reinforcement is fixed at at least one location on the longitudinal reinforcement by a gluing, pressing, binding or heat treatment. It is then greatly preferred that the strengthening reinforcement is fixed to the longitudinal reinforcement with a binder element on at least one location.
  • the strengthening reinforcement can be desirable to provide at different locations to different degrees. Screwing lengths of strengthening reinforcement into each other locally can then be considered.
  • the helical strengthening reinforcement is fed with a pitch which, over a particular length of the longitudinal reinforcement, is adjusted to a desired amount of strengthening reinforcement over the particular length. In this manner, at any desired location, to any desired degree, a strengthening reinforcement can be provided in a simple and efficient manner, i.e., while using the material optimally and disturbing the forming process minimally.
  • the longitudinal reinforcement when manufacturing elongated products of great lengths, and certainly when manufacturing such products in series one after the other, the longitudinal reinforcement, also when it is biased, can droop.
  • the longitudinal reinforcement in an area upstream relative to the supply location, the longitudinal reinforcement be (re)positioned on positions which are mutually desirable and desirable relative to the forming apparatus.
  • the invention also relates to an apparatus for manufacturing an elongated product from viscous, hardening material such as concrete or a similar material, and provided with a longitudinal reinforcement and, at least locally, a strengthening reinforcement, which apparatus is provided with
  • Fixing can be effected in an exceptionally reliable but also relatively simple manner when, according to a further embodiment of the invention, between the deforming element and the feeder element at least one binding means is arranged, with which a securing element can be provided for fixedly interconnecting the longitudinal and strengthening .reinforcement.
  • fixing can also be realized by clamping the strengthening reinforcement on the longitudinal reinforcement locally or not locally by providing the helical strengthening reinforcement with an inside circumference which is smaller than the outer circumference of the longitudinal reinforcement. According to the invention, this can be realized in an efficient manner with relatively simple features when the deforming element is designed such that the helical strengthening reinforcement can be designed with a varying adjustable diameter. Thus, at any desired location and over any desired length, clamping between longitudinal reinforcement and strengthening reinforcement can be effected by adjusting the deforming element accordingly.
  • the deforming element can then be designed such that the strengthening reinforcement introduced can have a continuously bent as well as a multiangular shape and be provided locally in a plane substantially perpendicular to the longitudinal direction of the elongated product and have a helical configuration. It can further be advantageous that, viewed in upstream direction, in front of the feeder element, guiding means for positioning the strengthening reinforcement are arranged, which are detachable, so that positioning the strengthening reinforcement with respect to the longitudinal reinforcement can be effected even more accurately and reliably.
  • the longitudinal reinforcement also when this longitudinal reinforcement is biased, starts to droop. Due to the specific embodiment of the apparatus according to the invention, the space around and between the longitudinal reinforcement not yet enveloped by concrete is inaccessible only to fixed supporting means reaching between the longitudinal reinforcement over the distance to be kept small if desired, over which the strengthening reinforcement is provided, so that, according to the invention, it is further possible in an advantageous manner that upstream, at a small distance in front of the deforming element, guiding means for (re)positioning the longitudinal reinforcement are arranged which are detachable. Due to these features, by each time placing the reinforcement optimally, the product quality can be further improved.
  • the material for making the strengthening reinforcement can be stored in a relatively large supply, for instance wound on a roller, when at the deforming element a cutting device has been arranged with which a finalized desired length of strengthening reinforcement can be separated from the stock of material.
  • the invention also relates to an elongated product manufactured from a viscous, hardening material such as concrete or a similar material, and provided with a reinforcement composed from a longitudinal reinforcement consisting of a number of biased wires or rods, mutually regularly distributed in a circumferential area.
  • a longitudinal reinforcement consisting of a number of biased wires or rods, mutually regularly distributed in a circumferential area.
  • Such an elongate product is disclosed in JP 57 173112 , having a helically bent wire extending along its full length.
  • a strengthening reinforcement consisting of at least one helically bent wire or rod proceeds around the longitudinal reinforcement which has been attached to the longitudinal reinforcement.
  • the strengthening reinforcement can have a continuously bent or multiangular shape with a winding part which has a smaller free passageway than a winding part preceding it or following it, while it is further possible that the helical strengthening reinforcement has a smaller pitch over a particular length than a part preceding it or following it.
  • the apparatus represented in Fig. 1 is provided with a lower forming part 1 of a forming apparatus fixedly arranged on a supporting surface, and, moveably arranged relative to the forming part 1, a feeder element 2 in the shape of a funnel and a supporting bearing part 3, the funnel 2 and the supporting bearing part 3 being fixedly arranged relatively to each other.
  • the supporting bearing part 3 bears an extruder assembly provided with a support tube 4, a transport element in the shape of a worm part 5 and a tube part 6, the arrangement being such that at least the worm part 5 is arranged for rotation about its central axis.
  • a supply roller 7 is provided, on which roller a supply of material has been wound for manufacturing a strengthening reinforcement 8.
  • Unwinding the thread-shaped material takes place by means of a driving device 9.
  • the unwound material is brought into the desired shape with the aid of a deforming element 10 and cut to size by a cutting means 11.
  • the funnel 2 bears an upper forming part 12, roofing the tube part 6 at a distance, and being provided, at the lower outflow of the funnel, with an opening 13 for enabling a viscous, hardening material such as for instance concrete to be introduced into the forming part 12.
  • the lower forming part 1 is provided with means (not shown) for providing a biased longitudinal reinforcement 14, as shown in Fig. 2.
  • a longitudinal reinforcement 14 is provided and biased in a configuration such that, during the following forming process, this longitudinal reinforcement extends around the extruder assembly 4, 5, 6 and through the space surrounded by the upper forming part 12 and the lower forming part 1.
  • the mutually fixedly connected funnel 2 and supporting bearing part 3 are brought to the beginning of the fixed, lower forming part 1, whereupon extrusion of the elongated product can be started.
  • a strengthening reinforcement 8 with a longer length can be realized, directly after cutting, by starting the formation of a new length of strengthening reinforcement which directly connects to the first length of strengthening reinforcement.
  • the strengthening reinforcement 8 can be fixed onto the longitudinal reinforcement 14.
  • this can be a clamping fixation.
  • the binding means 15 are movably arranged between the funnel 2 and the supporting bearing part 3.
  • the binder elements can have any desired shape and design such as binding wires, springing clamps, clamping plates, staples and the like and be manufactured from any suitable material.
  • Fixation can also be effected by performing a glue, press or heat treatment, in combination or not in combination with, once more, any one of the above-mentioned fixing methods.
  • the supply of a viscous material such as concrete from the funnel 2 via the opening 13 as well as the displacement of the funnel 2, the supporting bearing part 3 and the upper forming part 12 over the lower forming part 1 in the direction of the other extremity of the longitudinal reinforcement 14 is started.
  • the viscous material is pressed into the space between the upper forming part 12, the lower forming part 1 and the tube part 6 by the worm part 5, thereby embedding the longitudinal reinforcement 14 and the strengthening reinforcement 8, which are present in this annular space.
  • a strengthening reinforcement 8 can be provided by forming a strengthening reinforcement 8 at that location in the above-described manner. This forming can be done without interrupting the movement of the funnel 2 over the lower forming part 1. This is so, because over the length of the deforming element 10 to the worm part 5, a strengthening reinforcement 8 can be formed without this disturbing the extrusion process.
  • the rate at which a length of strengthening reinforcement 8 is formed can be adjusted to the rate of displacement of the funnel 2 over the lower forming part 1. When the forming rate equals the rate of displacement, then, viewed in longitudinal direction, the forward extremity of the strengthening reinforcement, rotating during forming, is stationary relative to the lower forming part 1.
  • the cutting means 11 is to enter into action.
  • a strengthening reinforcement 8 with a greater length is desired, immediately after cutting, the formation of a new length of strengthening reinforcement 8 can be started.
  • the driving device 9 and the deforming element 10 are further represented in more detail in Figs. 3 and 4.
  • the driving device 9 is provided with driving elements engaging the thread-shaped material on both sides such as, for instance, wheels 16 represented in Fig. 3, which are driven by a pinion.
  • driving elements engaging the thread-shaped material on both sides
  • wheels 16 represented in Fig. 3, which are driven by a pinion.
  • the driving wheels 16 are kept in powerful contact with the thread-shaped material by a pushing member 18 and this material is guided between the driving device 9 and the deforming element 10 through a tube 19.
  • the deforming element 10 is provided with two bending wheels 20 as well as with a guide 21 for setting the pitch of the helical strengthening reinforcement 8 to be formed.
  • the bending wheels can be adjusted relative to each other for adjusting the diameter of the helical strengthening reinforcement 8 to be formed.
  • the helical strengthening reinforcement 8 can be adapted to the elongated product to be manufactured, while, on the other side, a winding part of the strengthening reinforcement 8 can be of additionally bent design for the purpose of fixing the strengthening reinforcement 8 onto the longitudinal reinforcement 14.
  • Movably arranging the guide 21 has this effect on the pitch and hence on the amount of strengthening reinforcement 8 per length-unit.
  • the forming apparatus can have a length of, for instance, 100 meters or more.
  • guiding means 22 with recesses 24 have been provided, optionally reinforced with reinforcement guide 23 for supporting the wires of the longitudinal reinforcement 14.
  • a guiding plate 25 can be present for holding the strengthening reinforcement 8 at the desired, centered location.
  • the guiding means 22 with reinforcement guide 23 are positioned upstream relative to the deforming element 10.
  • the guide plate 25 is placed between the deforming element 10 and the worm part 5 so as to be removable.
  • the longitudinal reinforcement 14 forms no problem because between the various wires, openings extending over the entire length are present, so that elements to be moved within the reinforcement in longitudinal direction of the elongated product to be formed as well as parts such as the guiding means 22 can be supported by supporting bearing part 3 without problems. This is not the case at the location of the strengthening reinforcement 8. However, as this extends over a relatively short length, at most the length of the support tube 4, the elements within and upstream of the strengthening reinforcement 8 such as the support tube 4, the worm part 5 and the tube part 6 can fairly simply and without problems be borne in an unsupported manner from a location situated upstream beyond the deforming member 10.

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Wire Processing (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

A method and apparatus for manufacturing an elongated product from a viscous, hardening material such as for instance concrete and provided with a longitudinal reinforcement (14) and, at least locally, a strenghtening reinforcement (8), while on a forming apparatus over the length of the elongated product to be manufactured, a longitudinal reinforcement (14) and, at least locally, a helical strenghtening reinforcement (8) formed from rod or wire-shapped material is provided, which is fixed to the longitudinal reinforcement (14). Applying the viscous, hardening material, for instance by means of extrusion, is started from a feeder element (12, 13) near a first extremity of the longitudinal reinforcement (14) of the elongated product to be manufatured, nad is subsequently continued in the direction of a second extremity of the longitudinal reinforcement (14) located opposite the first end, while at a desired position, over a desired position, over a desired length, the strenghtening reinforcement (8) is supplied from a supply location which, upstream, is held at a distance in front of the feeder element.

Description

  • The invention relates to a method for manufacturing an elongated product from viscous, hardening material such as concrete or a similar material, provided with a longitudinal reinforcement and, at least locally, a helical strengthening reinforcement, wherein on a forming apparatus, over the length of the elongated product to be manufactured a longitudinal reinforcement is provided, while, on a desired place and over a desired length relative thereto, the strengthening reinforcement supplied from a supply location is positioned, and the viscous, hardening material is provided in the desired shape on and around the reinforcement from a feeder element which is held downstream at a distance in front of the supply location, while the provision of the viscous, hardening material is started near a first extremity of the longitudinal reinforcement and, subsequently, is continued in the direction of a second extremity of the longitudinal reinforcement located opposite the first extremity. The invention also relates to an apparatus for manufacturing such a product as well as the product itself.
  • A method of the type described hereinabove is known from GB-A 1 454 050 ( US-A-3909431 ). Here, the strengthening reinforcement is formed on the outer shell of a pile which extends from the supply location for the strengthening reinforcement as far as into the feeder member for the viscous, hardening material and through which pile the-longitudinal reinforcement extends. The moment that, by means of the deforming element, the desired length of strengthening reinforcement has been formed around the pile, this length is cut off and can then be manually slid over the pile until the forward end of this length has been embedded in the supplied viscous hardening material such that when the feeder member is moved this length is not carried along, but remains stationary in the further supplied material. Manually moving a cut-off length of strengthening reinforcement when the forming apparatus is in operation is a hazardous action and can, moreover, adversely affect the accuracy of the positioning of the strengthening reinforcement relative to the longitudinal reinforcement.
  • As, during forming, the intended length of strengthening reinforcement rotates around the pile, this length is limited to the distance from the deforming element to the supply location, because otherwise, forming the elongated product such as a driven pile from viscous, hardening material would be disturbed. If the strengthening reinforcement is to be provided over a length which is longer than the intended maximum length of manufacture, then, use is to be made of two lengths of strengthening reinforcement to be manufactured one after the other. Like the first length, the second length can, with all associated drawbacks, be moved by hand and be pushed into the mass of material. This operation is harder still in view of the fact that the rearward extremity of the first length of strengthening reinforcement is present there too. That is why it has been proposed in GB-A-1 454 050 to screw the forward extremity of the second length into the rearward extremity the first length, so that the second length is held in its place by the first length, already embedded. However, this means that over the length of overlap twice the amount of strengthening reinforcement is present, which means unnecessary costs of material. Also, overlap must be provided, more specifically so over a minimal length. Moreover, the first length retaining the second length can entail problems because here, in fact, resilient bodies are involved, to be considered as springs, while a change in length through pulling can result in a reduction of the diameter so that clamping onto the pile might occur. Further, local engagement can cause pulling out of alignment and hence, once more, clamping onto the pile and disturbance of the manufacturing process.
  • The invention contemplates eliminating the above-described problems when applying the helical strengthening reinforcement, and providing a method wherein the helical strengthening reinforcement can be positioned relative to the longitudinal reinforcement in a safe and accurate manner, and wherein, without overlaps, a strengthening reinforcement composed from parts can be provided over the desired total length in an efficient manner and with a high production capacity.
  • This is achieved according to the invention in a method of the type described in the opening paragraph, in that the helical strengthening reinforcement is formed and fixed directly on and around the longitudinal reinforcement. Due to this feature, the strengthening reinforcement can be positioned on and attached to the desired location relative to the longitudinal reinforcement under optimal conditions, i.e. substantially before it is in contact with the viscous, hardening material, whereupon, with the feeder member moving, the thus composed longitudinal and strengthening reinforcement is enveloped by viscous, hardening material. Thus, in effect rapidly and effectively, an optimal configuration of the reinforcement can be obtained without manual intervention, by feeding at the proper rate and cutting off the strengthening reinforcement formed in situ at the right moment, which advantage is all the more clear considering the fact that elongated products such as the present are often manufactured in series, lying one behind the other on an extended forming apparatus with, for instance, a length of 100 meters or more.
  • Attaching the strengthening reinforcement onto the longitudinal reinforcement can be done by means of a clamping action, for instance by designing the helical strengthening reinforcement with an inner circumference which is smaller than the outer circumference of the longitudinal reinforcement. This could be considered to be less desirable because of the shifting of a length of strengthening reinforcement over and along the longitudinal reinforcement while it is being formed. Therefore, according to a further embodiment of the invention, it is proposed that the helical strengthening reinforcement be designed having at least one winding part with a smaller diameter than a winding part preceding it or following it, while particularly, an embodiment is preferred wherein only a winding part which has been supplied last is a winding part with a smaller diameter. During manufacture, the strengthening reinforcement can smoothly shift over and along the longitudinal reinforcement, while after cutting, through resilient engagement, the last winding part fixes the strengthening reinforcement onto the longitudinal reinforcement at a position to be determined in advance.
  • In case clamping were considered to be insufficient, according to a further elaboration of the invention, it is proposed that the strengthening reinforcement is fixed at at least one location on the longitudinal reinforcement by a gluing, pressing, binding or heat treatment. It is then greatly preferred that the strengthening reinforcement is fixed to the longitudinal reinforcement with a binder element on at least one location.
  • Depending on the intended use of the elongated product, it can be desirable to provide the strengthening reinforcement at different locations to different degrees. Screwing lengths of strengthening reinforcement into each other locally can then be considered. However, according to a further embodiment of the invention, it is preferred that the helical strengthening reinforcement is fed with a pitch which, over a particular length of the longitudinal reinforcement, is adjusted to a desired amount of strengthening reinforcement over the particular length. In this manner, at any desired location, to any desired degree, a strengthening reinforcement can be provided in a simple and efficient manner, i.e., while using the material optimally and disturbing the forming process minimally.
  • In particular when manufacturing elongated products of great lengths, and certainly when manufacturing such products in series one after the other, the longitudinal reinforcement, also when it is biased, can droop. In those cases, according to a further elaboration of the invention, it is preferred that in an area upstream relative to the supply location, the longitudinal reinforcement be (re)positioned on positions which are mutually desirable and desirable relative to the forming apparatus.
  • The invention also relates to an apparatus for manufacturing an elongated product from viscous, hardening material such as concrete or a similar material, and provided with a longitudinal reinforcement and, at least locally, a strengthening reinforcement, which apparatus is provided with
    • a lower forming part extending over the entire, in principle unlimited length of the elongated product to be manufactured and bearing means for positioning the longitudinal reinforcement;
    • a deforming element for providing the strengthening reinforcement in a helical form;
    • a feeder element for the viscous, hardening material, and
    • forming means for bringing the viscous, hardening material in the desired shape on and around the reinforcement,
    wherein the feeder element and the deforming element are arranged at a distance from each other and movably in the longitudinal direction of the lower forming part. Such an apparatus is known from the above-discussed GB-A 1 454050 , wherein the strengthening reinforcement is manufactured on and around a pile with all associated problems already discussed. According to the invention, these can be eliminated by providing that the deforming element has an outlet which is placed upstream relative to the feeder element and which is in open communication with a space situated above the lower forming part, in which space, in a helically rotating manner, a predetermined length of strengthening reinforcement can be provided around the longitudinal reinforcement previously positioned in that space. Thus, in a simple manner, the possibility has been created for forming and fixing the strengthening reinforcement directly on and around the longitudinal reinforcement.
  • Fixing can be effected in an exceptionally reliable but also relatively simple manner when, according to a further embodiment of the invention, between the deforming element and the feeder element at least one binding means is arranged, with which a securing element can be provided for fixedly interconnecting the longitudinal and strengthening .reinforcement.
  • As already stated, fixing can also be realized by clamping the strengthening reinforcement on the longitudinal reinforcement locally or not locally by providing the helical strengthening reinforcement with an inside circumference which is smaller than the outer circumference of the longitudinal reinforcement. According to the invention, this can be realized in an efficient manner with relatively simple features when the deforming element is designed such that the helical strengthening reinforcement can be designed with a varying adjustable diameter. Thus, at any desired location and over any desired length, clamping between longitudinal reinforcement and strengthening reinforcement can be effected by adjusting the deforming element accordingly.
  • If, depending on the use of the elongated product, it is considered necessary that over at least one particular length at a particular position, more strengthening reinforcement is present than at other locations, this can be realized according to a further embodiment of the invention in a relatively simple but efficient manner, when the deforming element is designed such that the helical strengthening reinforcement can be designed with varying adjustable pitch. By reducing the pitch while forming the strengthening reinforcement, the amount of strengthening reinforcement per length-unit can be increased and vice versa.
  • The deforming element can then be designed such that the strengthening reinforcement introduced can have a continuously bent as well as a multiangular shape and be provided locally in a plane substantially perpendicular to the longitudinal direction of the elongated product and have a helical configuration. It can further be advantageous that, viewed in upstream direction, in front of the feeder element, guiding means for positioning the strengthening reinforcement are arranged, which are detachable, so that positioning the strengthening reinforcement with respect to the longitudinal reinforcement can be effected even more accurately and reliably.
  • Especially with great lengths as mentioned, it can happen that at a distance from its points of attachment on the forming apparatus, the longitudinal reinforcement, also when this longitudinal reinforcement is biased, starts to droop. Due to the specific embodiment of the apparatus according to the invention, the space around and between the longitudinal reinforcement not yet enveloped by concrete is inaccessible only to fixed supporting means reaching between the longitudinal reinforcement over the distance to be kept small if desired, over which the strengthening reinforcement is provided, so that, according to the invention, it is further possible in an advantageous manner that upstream, at a small distance in front of the deforming element, guiding means for (re)positioning the longitudinal reinforcement are arranged which are detachable. Due to these features, by each time placing the reinforcement optimally, the product quality can be further improved.
  • The material for making the strengthening reinforcement can be stored in a relatively large supply, for instance wound on a roller, when at the deforming element a cutting device has been arranged with which a finalized desired length of strengthening reinforcement can be separated from the stock of material.
  • Finally, the invention also relates to an elongated product manufactured from a viscous, hardening material such as concrete or a similar material, and provided with a reinforcement composed from a longitudinal reinforcement consisting of a number of biased wires or rods, mutually regularly distributed in a circumferential area. Such an elongate product is disclosed in JP 57 173112 , having a helically bent wire extending along its full length. According to the invention, locally a strengthening reinforcement consisting of at least one helically bent wire or rod proceeds around the longitudinal reinforcement which has been attached to the longitudinal reinforcement. The strengthening reinforcement can have a continuously bent or multiangular shape with a winding part which has a smaller free passageway than a winding part preceding it or following it, while it is further possible that the helical strengthening reinforcement has a smaller pitch over a particular length than a part preceding it or following it.
  • With reference to the exemplary embodiments represented in the drawings, the method and apparatus for manufacturing an elongated product and the product itself will be further elucidated, albeit exclusively as a matter of example. In the drawings:
    • Fig. 1 schematically shows, in side view, an apparatus for manufacturing a hollow, elongated product provided with a longitudinal reinforcement and a strengthening reinforcement;
    • Fig. 2 shows, in enlarged scale, the forming part of the apparatus according to Fig. 1;
    • Fig. 3 shows, in enlarged scale, the driving and deforming elements;
    • Fig. 4 shows, in side view, a part of Fig. 3; and
    • Fig. 5 shows a guiding construction for the reinforcements.
  • The apparatus represented in Fig. 1 is provided with a lower forming part 1 of a forming apparatus fixedly arranged on a supporting surface, and, moveably arranged relative to the forming part 1, a feeder element 2 in the shape of a funnel and a supporting bearing part 3, the funnel 2 and the supporting bearing part 3 being fixedly arranged relatively to each other. Via downwardly reaching parts (not shown), the supporting bearing part 3 bears an extruder assembly provided with a support tube 4, a transport element in the shape of a worm part 5 and a tube part 6, the arrangement being such that at least the worm part 5 is arranged for rotation about its central axis. On the supporting bearing part 3, a supply roller 7 is provided, on which roller a supply of material has been wound for manufacturing a strengthening reinforcement 8. Unwinding the thread-shaped material takes place by means of a driving device 9. The unwound material is brought into the desired shape with the aid of a deforming element 10 and cut to size by a cutting means 11. At its underside, the funnel 2 bears an upper forming part 12, roofing the tube part 6 at a distance, and being provided, at the lower outflow of the funnel, with an opening 13 for enabling a viscous, hardening material such as for instance concrete to be introduced into the forming part 12. Further, the lower forming part 1 is provided with means (not shown) for providing a biased longitudinal reinforcement 14, as shown in Fig. 2.
  • For manufacturing a hollow, elongated product with longitudinal reinforcement 14 and a local strengthening reinforcement 8 such as, for instance, a hollow, concrete driven pile, proceedings can be as follows.
  • First, on the lower forming part 1, a longitudinal reinforcement 14 is provided and biased in a configuration such that, during the following forming process, this longitudinal reinforcement extends around the extruder assembly 4, 5, 6 and through the space surrounded by the upper forming part 12 and the lower forming part 1. Thereupon, the mutually fixedly connected funnel 2 and supporting bearing part 3 are brought to the beginning of the fixed, lower forming part 1, whereupon extrusion of the elongated product can be started.
  • Should a strengthening reinforcement 8 be desired on the first extremity of the elongated product to be formed, then, via the driving device 9, thread-shaped material is withdrawn from the supply roller 7 by unwinding, which thread-shaped material is bent into a desired helical shape by the deforming element 10 such that the thread-shaped material starts forming a strengthening reinforcement 8 extending helically on and along the _ longitudinal reinforcement 14. When reaching the worm part 5, the cutting means 11 is activated and the strengthening reinforcement 8 is severed from the thread-shaped material on the supply roller 7. If a strengthening reinforcement with a shorter length is desirable, this can be achieved by cutting sooner. If a strengthening reinforcement 8 with a longer length is desired, this can be realized, directly after cutting, by starting the formation of a new length of strengthening reinforcement which directly connects to the first length of strengthening reinforcement. For the purpose of keeping it in place, the strengthening reinforcement 8 can be fixed onto the longitudinal reinforcement 14. By selecting a suitable configuration of the strengthening reinforcement, this can be a clamping fixation. Instead thereof or in addition thereto, use can be made of binder elements coming from binding means 15 as shown in Fig. 2. The binding means 15 are movably arranged between the funnel 2 and the supporting bearing part 3. The binder elements can have any desired shape and design such as binding wires, springing clamps, clamping plates, staples and the like and be manufactured from any suitable material. Fixation can also be effected by performing a glue, press or heat treatment, in combination or not in combination with, once more, any one of the above-mentioned fixing methods.
  • Approximately at the moment the extremity of the strengthening reinforcement 8 approaches the opening 13, the supply of a viscous material such as concrete from the funnel 2 via the opening 13 as well as the displacement of the funnel 2, the supporting bearing part 3 and the upper forming part 12 over the lower forming part 1 in the direction of the other extremity of the longitudinal reinforcement 14 is started. The viscous material is pressed into the space between the upper forming part 12, the lower forming part 1 and the tube part 6 by the worm part 5, thereby embedding the longitudinal reinforcement 14 and the strengthening reinforcement 8, which are present in this annular space.
  • At any desired location in the longitudinal direction of the longitudinal reinforcement 14, a strengthening reinforcement 8 can be provided by forming a strengthening reinforcement 8 at that location in the above-described manner. This forming can be done without interrupting the movement of the funnel 2 over the lower forming part 1. This is so, because over the length of the deforming element 10 to the worm part 5, a strengthening reinforcement 8 can be formed without this disturbing the extrusion process. The rate at which a length of strengthening reinforcement 8 is formed can be adjusted to the rate of displacement of the funnel 2 over the lower forming part 1. When the forming rate equals the rate of displacement, then, viewed in longitudinal direction, the forward extremity of the strengthening reinforcement, rotating during forming, is stationary relative to the lower forming part 1. At the latest when the opening 13 of the funnel 2 reaches the forward end of the strengthening reinforcement 8, as shown in Fig. 2, the cutting means 11 is to enter into action. When a strengthening reinforcement 8 with a greater length is desired, immediately after cutting, the formation of a new length of strengthening reinforcement 8 can be started.
  • It is noted that instead of a roller of material, naturally, also measured lengths of material can be used. In that case, the omission of the cutting means 11 could be considered. However, this would reduce the flexibility of the apparatus and increase the complexity of the operations to be carried out; reason why the forming apparatus represented in the drawings is preferred.
  • The driving device 9 and the deforming element 10 are further represented in more detail in Figs. 3 and 4.
  • The driving device 9 is provided with driving elements engaging the thread-shaped material on both sides such as, for instance, wheels 16 represented in Fig. 3, which are driven by a pinion. As the drive, in a pushing manner, should not only ensure moving but also bending, the driving wheels 16 are kept in powerful contact with the thread-shaped material by a pushing member 18 and this material is guided between the driving device 9 and the deforming element 10 through a tube 19.
  • The deforming element 10 is provided with two bending wheels 20 as well as with a guide 21 for setting the pitch of the helical strengthening reinforcement 8 to be formed. The bending wheels can be adjusted relative to each other for adjusting the diameter of the helical strengthening reinforcement 8 to be formed. As a result, on the one side, the helical strengthening reinforcement 8 can be adapted to the elongated product to be manufactured, while, on the other side, a winding part of the strengthening reinforcement 8 can be of additionally bent design for the purpose of fixing the strengthening reinforcement 8 onto the longitudinal reinforcement 14.
    Movably arranging the guide 21 has this effect on the pitch and hence on the amount of strengthening reinforcement 8 per length-unit.
  • With the apparatus described hereinabove and represented in the drawing, for instance elongated, hollow driven piles can be manufactured, while it is further preferred to form several of those piles successively one behind the other. This means that the forming apparatus can have a length of, for instance, 100 meters or more. In order to prevent drooping of the longitudinal reinforcement 14, as shown in Fig. 5, guiding means 22 with recesses 24 have been provided, optionally reinforced with reinforcement guide 23 for supporting the wires of the longitudinal reinforcement 14. A guiding plate 25 can be present for holding the strengthening reinforcement 8 at the desired, centered location. The guiding means 22 with reinforcement guide 23 are positioned upstream relative to the deforming element 10. The guide plate 25 is placed between the deforming element 10 and the worm part 5 so as to be removable.
  • The various elements within the longitudinal reinforcement 14 and the strengthening reinforcement 8 such as the support tube 4, the worm part 5 and the tube part 6 need to be supported. The longitudinal reinforcement 14 forms no problem because between the various wires, openings extending over the entire length are present, so that elements to be moved within the reinforcement in longitudinal direction of the elongated product to be formed as well as parts such as the guiding means 22 can be supported by supporting bearing part 3 without problems. This is not the case at the location of the strengthening reinforcement 8. However, as this extends over a relatively short length, at most the length of the support tube 4, the elements within and upstream of the strengthening reinforcement 8 such as the support tube 4, the worm part 5 and the tube part 6 can fairly simply and without problems be borne in an unsupported manner from a location situated upstream beyond the deforming member 10.
  • It is self-evident that within the framework of the invention as outlined in the accompanying claims, many modifications and variants are possible in addition to the modifications already mentioned hereinabove. For instance, in the foregoing, forming a hollow pile has been discussed. It will be clear that in this manner, also solid bodies in which a strengthening reinforcement is to be provided locally can be manufactured, while, instead of extrusion also a different method for compacting viscous, hardening material can be selected. By using a method suitable thereto, also the shape of the strengthening reinforcement can deviate from that of a pure helical shape.

Claims (17)

  1. A method for manufacturing an elongated product from viscous, hardening material such as concrete or a similar material, provided with a longitudinal reinforcement (14) and, at least locally, a helical strengthening reinforcement (8), wherein on a forming apparatus, over the length of the elongated product to be manufactured a longitudinal reinforcement (14) is provided, while, on a desired place and over a desired length relative thereto, the strengthening reinforcement supplied from a supply location is positioned, and the viscous, hardening material is provided in the desired shape on and around the reinforcement from a feeder element (2) which is held downstream at a distance in front of the supply location, while the provision of the viscous, hardening material is started near a first extremity of the longitudinal reinforcement (14) and, subsequently, is continued in the direction of a second extremity of the longitudinal reinforcement (14) located opposite the first extremity, characterized in that the helical strengthening reinforcement (8) is formed and fixed directly on and around the longitudinal reinforcement (14).
  2. A method according to claim 1, characterized in that the helical strengthening reinforcement (8) is designed with at least one winding part having a smaller diameter than a winding part preceding or following it.
  3. A method according to claim 2, characterized in that only a winding part supplied last is a winding part with a smaller diameter.
  4. A method according to any one of the preceding claims, characterized in that the strengthening reinforcement (8) is attached on the longitudinal reinforcement (14) at at least one location with a binder element.
  5. A method according to any one of the preceding claims, characterized in that the strengthening reinforcement (8) is fitted on the longitudinal reinforcement (14) at at least one location by a glue, pressure or heat treatment.
  6. A method according to any one of the preceding claims, characterized in that the helical strengthening reinforcement (8) is fed with a pitch which, over a particular length of the longitudinal reinforcement (14), is adjusted to a desired amount of strengthening reinforcement (8) over the particular length,
  7. A method according to any one of the preceding claims, characterized in that in an area upstream relative to the supply location the longitudinal reinforcement (14) is positioned or repositioned at positions which are mutually desirable and desirable relative to the forming apparatus.
  8. An apparatus for manufacturing an elongated product from a viscous, hardening material such as concrete or a similar material, and provided with a longitudinal reinforcement (14), and, at least locally, a strengthening reinforcement (8), which apparatus is provided with
    - a lower forming part (1) extending over the, in principle, unlimited length of the elongated product to be manufactured and bearing means for positioning the longitudinal reinforcement;
    - a deforming element (10) for providing the strengthening reinforcement (8) in a helical form;
    - a feeder element (2) for the viscous, hardening material, and
    - forming means (1, 12) for bringing the viscous, hardening material in the desired shape on and around the reinforcement,
    wherein the feeder element (2) and the deforming element (10) are arranged at a distance from each other and movably in the longitudinal direction of the lower forming part (1), characterized in that the deforming element (10) has an outlet which is placed upstream relative to the feeder element (2) and which is in open communication with a space situated above the lower forming part (1), in which space, in a helically rotating manner, a predetermined length of strengthening reinforcement (8) can be provided around the longitudinal reinforcement (14) previously positioned in that space.
  9. An apparatus according to claim 8, characterized in that between the deforming element (10) and the feeder element (2) at least one binder element is arranged.
  10. An apparatus according to claim 8 or 9, characterized in that the deforming element (10) is designed such that the helical strengthening reinforcement (8) can be designed with varying adjustable diameter.
  11. An apparatus according to any one of claims 8 - 10, characterized in that the deforming element (10) is designed such that the helical strengthening reinforcement (8) can be designed with a varying adjustable pitch.
  12. An apparatus according to any one of claims 8 - 11, characterized in that viewed upstream, in front of the feeder element (2), guiding means (22) for positioning the strengthening reinforcement (8) are positioned, which are detachable.
  13. An apparatus according to any one of claim 8 - 12, characterized in that upstream at a small distance from the deforming element (10), guiding means (22) for positioning or repositioning the longitudinal reinforcement (14) are positioned, which are detachable.
  14. An apparatus according to any one of claims 8 - 13, characterized in that at the deforming element (10), a cutting means (11) is arranged.
  15. An elongated product manufactured from a viscous, hardening material such as concrete or a similar material, and provided with a reinforcement composed of a longitudinal reinforcement (14) consisting of a number of biased wires or rods, mutually regularly distributed and arranged in a circumferential area, characterized in that locally, a strengthening reinforcement (8) is provided that consists of at least one helically bent wire or rod proceeding around the longitudinal reinforcement (14) and which has been fixed to the longitudinal reinforcement (14).
  16. An elongated product according to claim 15, characterized in that the strengthening reinforcement (8) has a continuously or multi-angularly bent shape with a winding part having a smaller free passageway than a winding part preceding it or following it.
  17. An elongated product according to claim 15 or 16, characterized in that over a particular length, the helical strengthening reinforcement (8) has a smaller pitch than a part preceding it or following it.
EP03776072A 2002-11-27 2003-11-24 Method and apparatus for manufacturing an elongated product with a longitudinal and strenghtening reinforcement, and such a product Expired - Lifetime EP1565294B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
NL1022001 2002-11-27
NL1022001A NL1022001C2 (en) 2002-11-27 2002-11-27 Method and device for manufacturing an elongated product with a longitudinal and reinforcement reinforcement, as well as such a product.
PCT/NL2003/000823 WO2004048056A1 (en) 2002-11-27 2003-11-24 Method and apparatus for manufacturing an elongated product with a longitudinal and strenghtening reinforcement, and such a product

Publications (2)

Publication Number Publication Date
EP1565294A1 EP1565294A1 (en) 2005-08-24
EP1565294B1 true EP1565294B1 (en) 2007-07-25

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP03776072A Expired - Lifetime EP1565294B1 (en) 2002-11-27 2003-11-24 Method and apparatus for manufacturing an elongated product with a longitudinal and strenghtening reinforcement, and such a product

Country Status (5)

Country Link
EP (1) EP1565294B1 (en)
AU (1) AU2003284830A1 (en)
DE (1) DE60315186T2 (en)
NL (1) NL1022001C2 (en)
WO (1) WO2004048056A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1031876C2 (en) * 2005-05-25 2007-01-04 Betonson B V Securing reinforcing band around concrete pile, comprises securing band around set pile and then tightening or pressing it into place
NL1029126C2 (en) * 2005-05-25 2006-11-28 Betonson B V Application method for securing reinforcing band to hollow concrete pile, involves securing band around pile once concrete has set
BE1018796A3 (en) * 2009-06-22 2011-09-06 Echo METHOD AND DEVICE FOR POSITIONING A CONSTRUCTION ELEMENT DURING SLIDER BOXES OF AN ELEMENT IN THE CONSTRUCTION ELEMENT ON A PRELIMINARY ANCHORING POSITION.
FR3067959A1 (en) * 2017-06-23 2018-12-28 Hassan Zineddin NEW APPROACH TO THE EXTRUSION PROCESS

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE346798C (en) * 1920-10-27 1922-01-07 Jaroslav Skorkovsky Process and hollow extrusion press for the mechanical production of round concrete pipes with embedded longitudinal reinforcements and helical cross reinforcements running around them
GB1454050A (en) * 1974-02-11 1976-10-27 Spiroll Corp Ltd Pile extruder
US4077440A (en) * 1975-11-03 1978-03-07 Nilcon Engineering Ab Reinforcement elements for elongate concrete building blocks manufactured by sliding form casting and a method and a machine to produce such elements
JPS57173112A (en) * 1981-04-20 1982-10-25 Asahi Chemical Ind Pc pile and its manufacture

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
WO2004048056A1 (en) 2004-06-10
EP1565294A1 (en) 2005-08-24
NL1022001C2 (en) 2004-05-28
DE60315186D1 (en) 2007-09-06
DE60315186T2 (en) 2008-04-03
AU2003284830A1 (en) 2004-06-18

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