Classifications

• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B28—WORKING CEMENT, CLAY, OR STONE
  • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
  • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
  • B28B23/02—Arrangements 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
  • B28B23/04—Arrangements 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
  • B28B23/06—Arrangements 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
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B28—WORKING CEMENT, CLAY, OR STONE
  • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
  • B28B1/00—Producing shaped prefabricated articles from the material
  • B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
  • B28B1/084—Producing shaped prefabricated articles from the material by vibrating or jolting the vibrating moulds or cores being moved horizontally for making strands of moulded articles
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B28—WORKING CEMENT, CLAY, OR STONE
  • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
  • B28B1/00—Producing shaped prefabricated articles from the material
  • B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
  • B28B1/084—Producing shaped prefabricated articles from the material by vibrating or jolting the vibrating moulds or cores being moved horizontally for making strands of moulded articles
  • B28B1/085—Introducing non-longitudinal reinforcing elements, e.g. spirally shaped
• • B—PERFORMING OPERATIONS; TRANSPORTING
  • B28—WORKING CEMENT, CLAY, OR STONE
  • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
  • B28B3/00—Producing shaped articles from the material by using presses; Presses specially adapted therefor
  • B28B3/20—Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein the material is extruded
  • B28B3/22—Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein the material is extruded by screw or worm
  • B28B3/228—Slipform casting extruder, e.g. self-propelled extruder
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
  • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
  • E02D5/22—Piles
  • E02D5/58—Prestressed 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.
• 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.
• 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 - 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 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, while 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 of 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.
• the deforming element has an outlet which is placed upstream relative of 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.
• 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 and, at least locally, a strengthening reinforcement consisting of at least one helically bent wire or rod running 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.
• 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
• 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.
• the supporting bearing part 3 bears an extruder assembly provided with st 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 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.
• 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.
• 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)

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• 2002
  • 2002-11-27 NL NL1022001A patent/NL1022001C2/nl not_active IP Right Cessation
• 2003
  • 2003-11-24 WO PCT/NL2003/000823 patent/WO2004048056A1/en not_active Ceased
  • 2003-11-24 DE DE60315186T patent/DE60315186T2/de not_active Expired - Lifetime
  • 2003-11-24 AU AU2003284830A patent/AU2003284830A1/en not_active Abandoned
  • 2003-11-24 EP EP03776072A patent/EP1565294B1/de not_active Expired - Lifetime

Non-Patent Citations (1)

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