EP1687479B1 - Verfahren zur verstärkung der herstellungs- oder ausrüstungsbedingten strukturen einer papierbahn - Google Patents

Verfahren zur verstärkung der herstellungs- oder ausrüstungsbedingten strukturen einer papierbahn Download PDF

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Publication number
EP1687479B1
EP1687479B1 EP04818842A EP04818842A EP1687479B1 EP 1687479 B1 EP1687479 B1 EP 1687479B1 EP 04818842 A EP04818842 A EP 04818842A EP 04818842 A EP04818842 A EP 04818842A EP 1687479 B1 EP1687479 B1 EP 1687479B1
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EP
European Patent Office
Prior art keywords
stiffening member
structures
box beam
manufacturing
reinforced
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
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EP04818842A
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English (en)
French (fr)
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EP1687479A1 (de
Inventor
Tomi Norrby
Reijo Hassinen
Jukka T. Heikkinen
Marko Maja
Matti Pajala
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Valmet Technologies Oy
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Metso Paper Oy
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Publication date
Priority claimed from FI20035217A external-priority patent/FI115474B/fi
Priority claimed from FI20035232A external-priority patent/FI20035232A/fi
Application filed by Metso Paper Oy filed Critical Metso Paper Oy
Publication of EP1687479A1 publication Critical patent/EP1687479A1/de
Application granted granted Critical
Publication of EP1687479B1 publication Critical patent/EP1687479B1/de
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Classifications

    • D—TEXTILES; PAPER
    • D21—PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21F—PAPER-MAKING MACHINES; METHODS OF PRODUCING PAPER THEREON
    • D21F7/00—Other details of machines for making continuous webs of paper
    • D—TEXTILES; PAPER
    • D21—PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21G—CALENDERS; ACCESSORIES FOR PAPER-MAKING MACHINES
    • D21G1/00—Calenders; Smoothing apparatus
    • D21G1/0073—Accessories for calenders
    • D21G1/008—Vibration-preventing or -eliminating devices
    • D—TEXTILES; PAPER
    • D21—PAPER-MAKING; PRODUCTION OF CELLULOSE
    • D21G—CALENDERS; ACCESSORIES FOR PAPER-MAKING MACHINES
    • D21G3/00—Doctors
    • D21G3/005—Doctor knifes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/28—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20

Definitions

  • the invention relates to a method according to the preamble of the appended claim 1 for reinforcing the structures of manufacturing or finishing devices of a paper web or the like.
  • a paper web or the like such as a paperboard or tissue web takes place in a web manufacturing device, i.e. in a paper machine.
  • Web manufacturing devices are divided into different stages according to their basic process, and/or treatment conducted for the web. These stages include for example a web formation stage containing for instance the headbox and the parts belonging thereto, a pressing stage containing the press and its rolls and wires/felts, a drying stage, a reeling stage, coating and calendering.
  • finishing devices of the web which include for example a coating apparatus and/or a calender, which may be located either as so-called on-line treatment devices in connection with the web manufacturing device before the machine reel-up, or they can be positioned after the machine reel-up as separate so-called off-line apparatuses.
  • the finishing devices of the web also include a slitter-winder, which is typically located after the reel-up. All these apparatuses also include frame parts supporting the apparatuses.
  • the web produced in the papermaking machine and treated in the finishing apparatus is several meters, even 10 to 12 meters wide, and it is supported and treated in its cross direction with several rolls and other members while the web is moving forward in the apparatus.
  • the paper machine contains several machine parts and supporting structures that are at least as wide as the web, often wider than the web.
  • the large width of the web poses strict strength requirements for the elongated parts of the web manufacturing devices installed in the cross direction of the web.
  • These include different elongated beams that serve different purposes.
  • Non-restrictive examples of such cross direction beams include for example doctor beams, measuring device beams, coating beams, tail cutter beams, washer beams, and parts of the frame of the machine, not excluding, however, the other beam positions in any way.
  • the high running speed of a modern paper machine that can be as high as 1200 to 2000 meters per minute, as well as especially in the reel-up the production of heavier machine rolls set demands for the elongated parts and other parts in the frame of the machine.
  • Calenders and reel-ups also contain parts that are long in the height direction of the machine, the strength of said parts having to endure a great deal because of the above-mentioned requirements.
  • the above-mentioned beams and parts of the frame are usually box beam structures made of steel. They can also be made for example of constructional steel, stainless/acid-proof steel, or possibly also from a composite material.
  • box beam structures made of steel. They can also be made for example of constructional steel, stainless/acid-proof steel, or possibly also from a composite material.
  • Doctor blades are used for cleaning impurities, such as fibers attached on the surface of the roll for example by scraping the surface of the rotating roll by means of said doctor blade.
  • a doctor beam having a blade holder attached to it.
  • the blade to be loaded against the roll is fastened to the blade holder.
  • the doctor beam obtains vibration excitation from the roll to be scraped or from other rolls in the vicinity.
  • actuators such as measuring devices and washers arranged in connection with other beams
  • a mass traversing in the cross-machine direction from side to side is supported by the beam, wherein corresponding vibration excitation can also be exerted on said mass.
  • the vibrations may contain several frequencies summed to each other, of which at least one can be recognized as the primary excitation frequency.
  • the aim has been to dimension such beams, especially the doctor beams according to the rotating frequency of the counter roll of the doctor beam or in general according to the running speed of the machine and the vibrations caused thereby in such a manner that the specific frequency of the beam is at least 20% above the rotating frequency of the roll. Typically exceeding of 20% is sufficient to cover the decrease in the specific frequency due to the mounting of the beam on brackets and the actuators and actuating devices attached on the beam. Thus, it is possible to avoid uncontrolled resonance vibration of the beam.
  • Web manufacturing and finishing devices are typically mounted on a concrete foundation in a web manufacturing plant.
  • separate foundations i.e. concrete slabs are typically cast for different process stages, for example for the reel-up of the reeling stage or the calender of the calendering stage, and the different process parts are mounted on the support of said slabs so that as strong a foundation as possible is attained and the transfer of vibrations possibly produced in said process stage as a result of the operation of the machine via the foundation to another process stage can be prevented.
  • the aim is to intensify the performance of the machine.
  • certain components of the process stages are changed in the rebuilding, some components are added to the process stage or even the entire process stage is rebuild. If the aim is to increase the web speed, this means that the diameters of the rolls grow. This increases the mass of said process stage. This is also the case if components are added to the machine.
  • the increase in the mass of the machine/process stage causes stress on the foundations and it is often necessary to reinforce them in connection with the rebuilding by installing a supporting pillar underneath the concrete slab in question in the rebuilding process. This is extremely difficult and causes various kinds of problems: the dust produced in connection with the work damages the machine parts, because the machine itself is not dismounted entirely in connection with the rebuilding process, the area of the reinforcement work is typically narrow, the work takes time and the labour costs are high.
  • a band made of a composite material to reinforce the concrete structures.
  • the composite band is utilized for reinforcement of concrete structures, such as bridge decks and intermediate floors that will be or have already been installed on the horizontal plane in finished constructions.
  • US patent 6,197,112 discloses a solution for preventing the deflections caused by variations of temperature in a supporting beam of an elongated part of a paper machine, such as a doctor or a coating blade.
  • the supporting beam is manufactured of several elongated tubular profile elements attached together in the longitudinal direction, said profile elements being made for example of steel and/or a composite material. It is a problem of the solution according to the publication that it is difficult to attach several tubular elements together in such a manner that said structure is in balance, so that additional vibrations are not produced in said part of the process.
  • US patent 5,356,519 discloses a method for manufacturing the longitudinal, box-like supporting beam for a doctor or a coating blade entirely of a composite material. Such a structure is, of course, light-weight, but it is difficult to manufacture.
  • US publication 2002/0066173 discloses a solution for reinforcing the structure of a roll or a beam in a paper machine by means of a composite material.
  • the composite material is fastened inside a roll or a beam, in holes extending across the length of the same.
  • the problem in this solution is that it is difficult to produce the holes to be made inside the long components and that it is difficult to fasten the composite material in said long holes.
  • the aim of the present invention is thus to provide a method for reinforcing the structures of manufacturing or finishing devices of a paper web or the like, such as a paperboard or a tissue web, by means of which method the above-mentioned problems are solved.
  • a method for reinforcing the structures of manufacturing or finishing devices of a paper web or the like such as a paperboard or a tissue web
  • By means of the method it is possible to reinforce and stiffen the structures of manufacturing or finishing devices of a web easily and in a simple manner both when installing new machines and/or machine parts and when rebuilding or modernizing old machines.
  • the method according to the invention is primarily characterized in what will be presented in the characterizing part of the independent main claim 1.
  • the invention is based on the idea, that at least one stiffening member made of a composite material is attached to the structures of the manufacturing or finishing devices of a web, on the outer surface of the same, said stiffening member reinforcing the structure by increasing the bending stiffness of the structure or the specific frequency of its vibrations.
  • the invention is also ecological, because it minimizes the consumption of materials necessary in the structures. Especially in rebuilding processes, the invention brings about savings in the material consumption, because by means of the invention it is possible to avoid the replacement of old structures with new structures having larger dimensions and greater weight.
  • One embodiment of the invention is to fasten at least one stiffening member made of a composite material to the box-beam structures of the manufacturing or finishing devices of paper at their construction stage.
  • the amount of steel necessary for the frame and machine structures is reduced and the structures become lighter, wherein it is also possible to reduce the amount of concrete necessary for the foundations, thus attaining savings in material costs.
  • At the construction stage when the foundations are cast from concrete, it is also possible to add at least one stiffening member inside or on the surface of the concrete, wherein it is possible to reinforce the foundations and make them lighter in weight.
  • stiffening members When stiffening members are utilized in new structures, it is possible to manufacture the structures and components so that they are initially smaller in size, and the space required by them can be reduced because the stiffening member provides the structure with the required strength, and it is not necessary to manufacture the structure of heavy and space-occupying steel. Thus, the use of stiffening members makes it possible to design and build substantially smaller and lighter structures.
  • One embodiment of the invention is to fasten at least one stiffening member made of a composite material to the structures of the manufacturing or finishing devices of paper when the devices are rebuild or modernized. It is possible to fasten the stiffening members to the beam-like structures even without having to remove the beam from its place. In the modernizations or rebuildings parts of the process are replaced with new, often heavier parts, or new devices or parts are added to the structures.
  • stiffening members it is possible to easily reinforce the already existing concrete foundations of the aforementioned devices by fastening stiffening members easily on the outer surface of the foundations, either on the lower of upper surface. Thus, time-consuming reinforcement work of the foundations as well as the production of dust resulting from the building work can be avoided.
  • stiffening members By means of stiffening members it is also possible to affect the vibrations of the structures of the manufacturing or finishing devices of the web and to efficiently attenuate them. When the device is in use, primary excitation frequency is exerted on these structures. In rebuildings it is possible to utilize the stiffening members to increase the specific frequency of the vibrations of the frame parts and the beams extending across the web in the device during the use in such a manner that it exceeds the primary excitation frequency. It is also possible to increase the specific frequency of the foundations by means of stiffening members. The specific frequency of the vibrations of complex steel structures composed of several parts can be adjusted on a suitable level or dynamically inaccurately dimensioned structures can be repaired by means of stiffening members.
  • the adjustment takes place by measuring the vibrations of the frame or a part of the machine by means of a vibration sensor, the results of which will be processed by means of a mode analysis and on the basis of said analyses, a suitable amount of supporting profile is fastened to a suitable location in the structure.
  • At least one longitudinal stiffening member extending in the longitudinal direction of the beam is fastened on the outer surface of at least on one side of the beam.
  • the stiffening member is fastened at least on that side of the beam that has substantially the weakest bending stiffness in the beam.
  • the stiffness of the stiffening member may be for example 150 to 700 Gpa, advantageously 150 to 500 Gpa.
  • the fastening of the stiffening members to the structures of the machine also makes it possible to increase the speed of the machine.
  • the speed of the machine is increased, the rotating frequency of the rolls is increased and becomes close to the specific frequency of the vibrations of the structures of the machine.
  • the vibration sensitivity of the structures increases.
  • the structure-reinforcing impact of the stiffening member is based on the fact that composite profiles have high tension-compression strength but relatively low bending stiffness.
  • stiffening members in the structure it is possible to transfer the bending of the structure into tension of the composite reinforcements, which tension is illustrated by means of arrows B in Fig. 4 .
  • the stiffening members both stiffen and reinforce the structure and increase its bending stiffness.
  • the stiffness of the composite profile, i.e. modulus of elasticity can be even twice as high when compared to steel.
  • the addition of at least one stiffening member makes it possible to increase the specific frequencies of the vibrations of the beam without substantially increasing the mass of the beam. Similarly, when the machine is rebuild for web wider than before, it is possible to reinforce the beam that is longer than before with a stiffening member, wherein less steel is required for the beam, and the structure is not only durable but also light-weight, and the specific frequencies of its vibrations are high.
  • the composite material in use is advantageously a fiber-reinforced composite that typically comprises a fiber-reinforcement and a matrix. It is light in weight, lighter than the actual basic material of said part to be reinforced, such as steel or concrete.
  • the composite material is for example carbon fiber composite in which the carbon fiber reinforcement is in a resin-epoxy matrix.
  • the reinforcement can also be made of some other material whose modulus of elasticity properties are sufficiently high.
  • suitable materials include PBZO (poly benzobisoxazole-1,4-phenylene), UHMWPE (Ultra High Molecular Weight Polyethylene) and different materials based on graphite fibers.
  • PBZO poly benzobisoxazole-1,4-phenylene
  • UHMWPE Ultra High Molecular Weight Polyethylene
  • the stiffening members used in the invention can be manufactured for example by means of pultrusion, in which it is possible to affect the tension-compression strength of the stiffening member produced, thus producing stiffening members having different tension-compression strength, of which stiffening members it is possible to select a stiffening member suitable for the target in question.
  • the tension-compression stiffness of the stiffening member to be produced is also affected by the quality of the fiber material used as well as its orientation in the matrix.
  • the matrix i.e. the epoxy-resin binds the fibers to a certain angle of orientation, and acts as a transmitter of forces.
  • the stiffening member is fastened to the outer surface of the structure to be reinforced by means of a fastening agent, i.e. an adhesive, which can be made of the same material as the matrix of the stiffening member.
  • the adhesive can be either resin or epoxy, or a mixture of these two.
  • the stiffening members to be used may have any possible shape, what is important, is that it can be easily fastened to the desired target.
  • the stiffening members can be preformed profiles that follow the outer surface of the structure in question. It is advantageous to use thin, plate-like stiffening members that are rectangular or square-shaped or band-like, and that are easy to handle.
  • the stiffening member can also be made of several layers attached to each other. Furthermore, the stiffening member can also be arranged so that it has a smooth shape, to prevent accumulation of impurities.
  • the structures of the manufacturing or finishing devices of a web refer to the frame structures of said device, especially structures that are long in the lateral, longitudinal and height direction, supporting structures, elongated beams extending across the width of the web in the above-mentioned devices or foundations of said device.
  • Fig.1 a shows a perspective view of a section of a supporting profile i.e. a stiffening member 1 made of a composite material and used for reinforcing structures.
  • the stiffening member 1 is an elongated, band-like profile whose height, i.e. thickness t is for example 2 to 20 mm, advantageously 3 to 12 mm, and the width w for example 30 to 150 mm, advantageously 30 to 100 mm.
  • the advantageous thickness of the stiffening member may be determined on the basis of the increase in the desired specific frequency that can be for example 5 to 30%.
  • Reasonable width of the stiffening member 1 can in its maximum be for example half of the width of that side of the box beam to which it is fastened. If the stiffening member 1 is too wide, it may cause handling problems for example when installing the stiffening member 1, because for example a stiffening member made by means of a pultrusion process only contains longitudinal reinforcement fibers. Because of this the stiffening member 1 may tear easily in the cross direction. The length of the manufactured band-like stiffening member may vary, and at the installation stage it is easy to cut lengths therefrom that are suitable for each component to be reinforced.
  • the stiffening member 1 can also be formed of at least two carbon fiber composite strips attached to each other for example by means of glueing.
  • Fig. 1b Such an embodiment of the structure of the stiffening member is shown in Fig. 1b in which there are three strips on top of each other, to which reference is made with reference numerals 7, 8 and 9.
  • the total thickness of the layers of the stiffening member thus produced lies within the limits determined for the thickness of the stiffening member as presented above.
  • the stiffening member formed by the strips is attached to the beam by means of glueing 10.
  • Figs 1b and 1c show examples of a smooth stiffening member used for reinforcing structures.
  • the smooth shape of the stiffening members prevents the accumulation of impurities on the stiffening member 1.
  • Fig. 4a the smoothness is attained by arranging several stiffening member profiles 7 to 9 on top of each other on a beam 2, where the widest profile 9 is on the bottom, the widths of the profiles 8, 7 decreasing outward therefrom.
  • the profiles 7 to 9 are arranged centrally with respect to each other in the lateral direction, wherein their edges form a smooth stepped shape.
  • Fig. 1c the smooth shape of the stiffening member 1 is attained by providing the stiffening member with a pyramidal cross section.
  • Different rounded and bevelled edges, and such edges in general that do not collect impurities are possible, as well as rounding of steep edges for example by means of a suitable filling compound.
  • the stiffness of the stiffening member 1 may be for example 150 to 700 GPa, or even more.
  • the stiffness of the stiffening member 1 to be attached to the beam 2 to be reinforced is selected in a manner most suitable for the situation in question.
  • the criteria of the selection process may be determined for example on the basis of the stiffening need of the beam in question and on the other hand also on the basis of the price of the stiffening member.
  • One criterion for an advantageous stiffness of the stiffening member is the modulus of elasticity of the beam 2 itself, which in the case of a box beam made of steel is in the order of 200 GPa.
  • an advantageous value for the modulus of elasticity of the stiffening member 1 can be 200 to 400 (500) GPa in its longitudinal direction, depending for example on the parameter of the beam 2 and its position.
  • Fig. 2 shows a cross-section of the beam 2, in the reinforcement and stiffening of which it is possible to apply the method according to the invention.
  • the beam 2 is a beam extending in the cross direction of a manufacturing or finishing device of a paper web or the like, across the width of the web.
  • the beam 2 is a box beam that is reinforced by attaching, typically welding the element bent in shape that forms the sides 4, 5 and 6 of the beam to the plate-like side 3 forming one side of the beam.
  • Corresponding box beams are also used in the frame parts of manufacturing or finishing devices of a web. It is also possible that the box beams are formed by welding four plate-like sides together.
  • the method according to the invention can also be applied in this kind of a box beam.
  • the box beam 2 is an elongated doctor beam having a doctor 11 attached to one of its corners.
  • the doctor 11 can be formed of a blade holder known as such and a blade arranged in connection with the same, by means of which the surface of the roll 12 rotating against the blade is scraped. Vibration excitation is transferred from the roll 12 to the beam 2 via the blade and the holder 11, as a result of which the specific frequency of the beam 2 should advantageously be above the excitation frequency produced by the machine.
  • At least one stiffening member 1 is fastened to the beam 2, on the outer surface of at least one side 3, 4, 5 and 6 of the same. If the stiffening member has an elongated shape, it is advantageously fastened to the beam 2 in parallel to the longitudinal direction of the beam 2. According to a preferred embodiment the stiffening member 1 is fastened to the beam 2 substantially according to the direction determined by its weakest bending stiffness that corresponds to the stiffening member 1 arranged on the side 3 of the beam in Fig. 2 . In addition to this direction, in the beam shown in Fig. 2 there is one stiffening member 1 on each side 4 to 6 of the beam.
  • the elongated stiffening members 1 fastened to a selected location on the sides 3, 4, 5 and 6 of the beam increase the specific frequency of the beam when compared to the basic beam that does not have stiffening members.
  • the fastening location of the stiffening member 1 to the sides 3 to 6 of the beam 2 can be determined for example on the basis of calculatory studies or knowledge based on experience.
  • Figs 3 and 4 show another doctor beam reinforced according to the invention.
  • two band-like stiffening members 1 are fastened on both sides 3 to 6 of the beam 2 in the longitudinal direction of the beam.
  • the stiffening members are now close to the corners of the beam 2.
  • the figures also show the bracketing shaft 13 of the beam in which the beam 2 is supported at its ends. Reference to Figs 3 and 4 will also be made at a later stage in the form of a calculation example.
  • the stiffening member 1 with a securing arrangement 14 shown in Fig. 2 to ensure the fastening of the stiffening member to the beam 2.
  • the securing arrangement can be formed for example of bonds extending across the stiffening member and being arranged crosswisely across the stiffening member, said bonds ensuring the adhering of the stiffening member 1 on the outer surface of the beam 2.
  • the bonds 14 secure the stiffening member 1 in its place, wherein the need for subsequent fastening of the stiffening members 1 is substantially reduced, which is typically difficult to perform in the narrow positions of the beams 2, and in general when the machine is running.
  • Fig. 5 shows a calender used in the finishing process of paper or paperboard, in this case a supercalender, in which stiffening members 1 have been fastened to reinforce its frame structures.
  • the stiffening members can also be used for reinforcing the frame structures of other calender models.
  • the frame 15 of the calender is made of housing structures made by welding constructional steel, in which housing structures rolls of the calender as well as most of the other parts and actuators of the calender are attached.
  • the calender is a tall structure that is reinforced by fastening stiffening members 1 thereto at fixed intervals in the longitudinal direction of the frame with respect to the width of the frame.
  • the stiffening members are fastened behind the frame, i.e.
  • Fig. 5 also shows a roll change crane 16 used in the change of the calender rolls, the rail of said crane extending in the travel direction of the web being reinforced with at least one stiffening member 1.
  • Fig. 6 shows the reinforcement of the foundations of a manufacturing and finishing device of a web by means of stiffening members 1.
  • the calender 15 is mounted on a separate concrete slab 17 that has been reinforced by fastening stiffening members 1 at fixed intervals on the upper surface of the slab 17.
  • the stiffening members 1 can be fastened to the foundations also on the lower surface of the foundations, or inside the concrete at the casting stage.
  • the fastening direction of the stiffening members with respect to the travel direction of the web is selected according to the foundation to be supported and the devices installed thereon as well as on the basis of the vibrations to be attenuated.
  • the figure also shows a separate concrete foundation 18 of the preceding process stage.

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Claims (20)

  1. Verfahren zur Verstärkung der Strukturen von Herstellungs- oder Endbearbeitungsvorrichtungen einer Papierbahn oder dergleichen, dadurch gekennzeichnet, dass die Strukturen Kastenträgerstrukturen (2, 15) oder Fundamente (17, 18) von Herstellungs- oder Endbearbeitungsvorrichtungen einer Papierbahn oder dergleichen sind und dass die Strukturen (2, 15, 17, 18) durch Befestigen von mindestens einem Versteifungselement (1) aus Verbundmaterial auf ihrer Außenfläche verstärkt werden.
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass das Verbundmaterial ein Kohlefaser-Verbundmaterial ist, das Kohlefasern als Verstärkung und Epoxidharz als Matrix enthält.
  3. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Kastenträgerstrukturen (2, 15) Rahmenstrukturen (15), die sich in Längs- oder Vertikalrichtung der Herstellungs- oder Endbearbeitungsvorrichtungen einer Papierbahn oder dergleichen erstrecken, und/oder Träger (2), die sich in Querrichtung zu der Herstellungs- oder Endbearbeitungsvorrichtung einer Papierbahn oder dergleichen erstrecken, sind.
  4. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Kastenträgerstrukturen (2, 15) durch Befestigen von mindestens einem Versteifungselement (1) aus Verbundmaterial auf ihrer Außenfläche verstärkt werden, wobei das Versteifungselement (1) die Kastenträgerstrukturen (2, 15) versteift, um die spezifische Frequenz ihrer Schwingungen zu erhöhen.
  5. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Kastenträgerstrukturen (2, 15) durch Befestigen von mindestens einem Versteifungselement (1) aus Verbundmaterial auf ihrer Außenfläche verstärkt werden, wobei das Versteifungselement (1) die Kastenträgerstrukturen (2, 15) durch Erhöhung ihrer Biegesteifigkeit verstärkt.
  6. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Kastenträgerstrukturen (2, 15) zumindest in Richtung der schwächsten Biegesteifigkeit des Kastenträgers (2, 15) verstärkt werden.
  7. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Kastenträgerstrukturen (2, 15) durch Befestigen von mindestens einem Versteifungselement (1) aus Verbundmaterial auf der Außenfläche mindestens einer Seite (3, 4, 5) der Kastenträgerstruktur (2, 15) verstärkt werden.
  8. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass das Versteifungselement (1) eine längliche bandartige, plattenartige oder vorgeformte Form aufweist.
  9. Verfahren nach Anspruch 1 oder 8, dadurch gekennzeichnet, dass die Steifigkeit des Versteifungselements (1) 150-700 GPa, vorteilhafterweise über 200 GPa, beträgt.
  10. Verfahren nach Anspruch 1 oder 8, dadurch gekennzeichnet, dass die Dicke des Versteifungselements (1) 2 bis 20 mm, vorteilhafterweise 30 bis 100 mm, beträgt.
  11. Verfahren nach Anspruch 1 oder 8, dadurch gekennzeichnet, dass die Breite des Versteifungselements (1) 30 bis 150 mm, vorteilhafterweise 30 bis 100 mm, beträgt.
  12. Verfahren nach Anspruch 1 oder 8, dadurch gekennzeichnet, dass das Versteifungselement (1) aus mehreren aneinander befestigten Schichten (7, 8, 9) gebildet wird.
  13. Verfahren nach Anspruch 1 oder 8, dadurch gekennzeichnet, dass das Versteifungselement (1) mit einer glatten Form versehen wird, um eine Ansammlung von Verunreinigungen zu verhindern.
  14. Verfahren nach Anspruch 1 oder 8, dadurch gekennzeichnet, dass das Versteifungselement (1) mit einer Befestigungsanordnung (14) versehen wird, um die Befestigung des Versteifungselements (1) zu gewährleisten.
  15. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass das Versteifungselement (1) mittels eines Klebstoffs an den Strukturen (2, 15, 16, 17, 18) befestigt wird.
  16. Verfahren nach Anspruch 15, dadurch gekennzeichnet, dass der Klebstoff eines der folgenden ist: die Matrix selbst, einer der Bestandteile der Matrix oder Epoxidkleber.
  17. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass die Fundamente (17, 18) durch Befestigen von Versteifungselementen (1) innerhalb der Betonierung verstärkt werden.
  18. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass mindestens ein Versteifungselement (1) an den Strukturen befestigt wird, wenn neue Herstellungs- oder Endbearbeitungsvorrichtungen einer Bahn eingebaut werden oder wenn alte Herstellungs- und Endbearbeitungsvorrichtungen einer Bahn umgebaut werden.
  19. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass der Kastenträger (2) verstärkt wird, um seine spezifische Frequenz zu erhöhen, wobei der Kastenträger (2) ein Betätigungselement oder eine Vorrichtung (11) trägt, das bzw. die in Verbindung mit der Herstellungs- oder Endbearbeitungsvorrichtung für eine Papierbahn oder dergleichen angeordnet ist, wobei die Herstellungs- oder Endbearbeitungsvorrichtung für eine Papierbahn oder dergleichen während ihres Laufs eine Schwingung zumindest auf einer primären Anregungsfrequenz erzeugt, wobei die Schwingung zu dem Kastenträger (2) übertragen wird, dessen spezifische Frequenz über deren primärer Anregungsfrequenz liegt; und dass der Kastenträger (2) verstärkt wird, um seine spezifische Frequenz mittels mindestens eines an einem ausgewählten Punkt befestigten Versteifungselements (1) zu erhöhen.
  20. Verwendung mindestens eines Versteifungselements (1) aus kohlefaserverstärktem Verbundmaterial zur Verstärkung eines länglichen Kastenträgers (2, 15, 16) in einer Herstellungs- oder Endbearbeitungsvorrichtung einer Papierbahn oder dergleichen.
EP04818842A 2003-11-21 2004-11-18 Verfahren zur verstärkung der herstellungs- oder ausrüstungsbedingten strukturen einer papierbahn Not-in-force EP1687479B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FI20035217A FI115474B (fi) 2003-11-21 2003-11-21 Paperi- tai kartonkikoneen yhteyteen järjestetty palkki ja menetelmä palkin ominaistaajuuden nostamiseksi
FI20035232A FI20035232A (fi) 2003-12-12 2003-12-12 Menetelmä paperirainan valmistus- ja jälkikäsittelylaitteiden rakenteiden vahvistamiseksi
PCT/FI2004/050167 WO2005049919A1 (en) 2003-11-21 2004-11-18 Method for reinforcing the structures of manufacturing or finishing devices of a paper web

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EP1687479A1 EP1687479A1 (de) 2006-08-09
EP1687479B1 true EP1687479B1 (de) 2011-09-14

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JP (1) JP4594323B2 (de)
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Publication number Priority date Publication date Assignee Title
FI120915B (fi) * 2004-08-27 2010-04-30 Runtech Systems Oy Palkkirakenne
DE102006049027A1 (de) * 2006-10-13 2008-04-17 Voith Patent Gmbh Schabereinrichtung
FI120458B (fi) 2008-06-27 2009-10-30 Metso Paper Inc Rainanmuodostuskoneen terä

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI62691C (fi) * 1981-10-28 1983-02-10 Valmet Oy Baerbalk foer foil eller liknande i synnerhet foer enlistsfoilfoer pappersmaskin
JPS6478829A (en) * 1987-09-22 1989-03-24 Nippon Samikon Kk Composite concrete or the like having bending and tensile strength
SE9002758D0 (sv) * 1990-08-29 1990-08-29 Valmet Paper Machinery Inc A framework for a press in a machine for the manufacture of a fibrous web
DE4141133C1 (en) * 1991-12-13 1993-05-27 J.M. Voith Gmbh, 7920 Heidenheim, De Support beam for doctor blade bearing on dry cylinder - comprises elongated hollow body having 2 or more convex curved longitudinal walls and composed of composite fibre material e.g. carbon@ fibres
FI101322B1 (fi) * 1994-06-15 1998-05-29 Valmet Paper Machinery Inc Runko
JP4115599B2 (ja) * 1998-08-26 2008-07-09 大和ハウス工業株式会社 炭素繊維強化プラスチック複合鉄骨材
FI105116B (fi) * 1998-11-30 2000-06-15 Valmet Corp Valmet Corp Paperi- tai kartonkikoneessa käytettävä taivutettava palkki
JP2000280365A (ja) * 1999-03-30 2000-10-10 Nippon Steel Corp 角断面繊維強化複合材側梁の製造方法
JP4362221B2 (ja) * 1999-11-18 2009-11-11 日鉄コンポジット株式会社 金属管柱及び金属管柱の補強方法

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ATE524605T1 (de) 2011-09-15
EP1687479A1 (de) 2006-08-09
JP4594323B2 (ja) 2010-12-08
WO2005049919A1 (en) 2005-06-02
JP2007511678A (ja) 2007-05-10

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