DK2881518T3 - Device for forming arc sections of straight circular cylinder - Google Patents

Device for forming arc sections of straight circular cylinder Download PDF

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Publication number
DK2881518T3
DK2881518T3 DK14195620.1T DK14195620T DK2881518T3 DK 2881518 T3 DK2881518 T3 DK 2881518T3 DK 14195620 T DK14195620 T DK 14195620T DK 2881518 T3 DK2881518 T3 DK 2881518T3
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Denmark
Prior art keywords
laths
arc section
battens
wave
batten
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DK14195620.1T
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Danish (da)
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Tapani Honkala
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Tapani Honkala
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B1/3205Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B27WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
    • B27MWORKING OF WOOD NOT PROVIDED FOR IN SUBCLASSES B27B - B27L; MANUFACTURE OF SPECIFIC WOODEN ARTICLES
    • B27M3/00Manufacture or reconditioning of specific semi-finished or finished articles
    • B27M3/0013Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles
    • B27M3/0026Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles characterised by oblong elements connected laterally
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/08Vaulted roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/38Arched girders or portal frames
    • E04C3/42Arched girders or portal frames of wood, e.g. units for rafter roofs
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/18Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
    • E21D11/186Pre-stressing or dismantling devices therefor
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D4/00Arch-type bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B2001/327Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
    • E04B2001/3276Panel connection details

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Mining & Mineral Resources (AREA)
  • Wood Science & Technology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Manufacturing & Machinery (AREA)
  • Forests & Forestry (AREA)
  • Bridges Or Land Bridges (AREA)

Description

DESCRIPTION
Background of the invention [0001] The present invention relates to an arrangement for forming an arc section of a right circular cylinder, in accordance with the preamble of claim 1.
[0002] Such an arrangement may in fact be used for most diverse purposes. It is hence customary to build different kind of arched halls, for example, in such a manner that they have a frame structure made of either wood or metal in order to achieve a large enough span for the hall. This kind of a frame structure then supports the outer casing of the hall. Depending on the nature of use of the hall, the outer casing is equipped with various kinds of waterproofing and heat insulation layers. The frame structure, for the most part implemented as a lattice, requires a substantial space, which can only partly be utilized for installing constructional layers. Consequently, a considerable waste space is established in an arched hall, disadvantageous from the point of view of thermal economy, which substantially adds to the maintenance cost of an arched hall. In the patent publication WO 2013/64150, which contains the features of the preamble of claim 1, there is presented a construction-unit used for constructions self-carrying structures. The solution has a constructual instability due to the discontinuity of the arc, though. The joint used to join the opposite units at the top of the arc will form an articulation allowing a movement between the opposite units. Furthermore the arc-units presented are both heavy and voluminous, thus making the handling thereof troublesome. The voluminous arcs are also laborious to store and transport.
[0003] On the other hand, the present arrangement may form a support structure for other constructs. One of such constructs is established by bridges where a bridge deck is supported by an arch built under the deck, or an arc structure extending over the deck. The manufacturing of both of these support structures is labour-intensive and time consuming. In addition, making an arch support requires a substantial amount of lumber for which there is no sensible re-use available after the bridge is completed, but the good raw material ends up, in the best case, being burnt or, in the worst case, as filling material on landfill sites.
Brief description of the invention [0004] The object of the present invention is therefore to provide an arrangement that solves the above-described prior art problems in a completely novel manner. This object is achieved in such a manner that the arrangement for forming an arc section of a right circular cylinder is, in accordance with the present invention, provided with the characteristic features defined in the claims.
[0005] In particular, the present problems may be solved by combining the characteristics as disclosed in the characterizing part of claim 1.
[0006] Preferred embodiments of the invention are disclosed in the dependent claims.
[0007] The invention provides considerable advantages. An arched hall built with the present solution has a considerably better thermal economy than a structure implemented with the conventional lattice technology or glued laminated beams. The present invention allows the bottom surface of a roof to be brought to the level of the tie beam in competing solutions, whereby there will be considerably less waste space to be heated in a hall.
[0008] An arc section according to the invention can also be implemented with structural elements that are very economical to manufacture. The joining together of the structural elements is simple and does not require any special skills worth mentioning, let alone special tools.
[0009] The battens used in building an arc section may be so dimensioned that they can be stored on standardized pallets, and to be transported by utilizing conventional means of transport.
[0010] The arc section is simple to dismount and transport, which additionally promotes its reuse. This also makes it possible to make use of the solution in emergency construction situations in trouble spots where structures are needed which a fast and simple to set up.
[0011] An arc section according to the invention is, in addition to halls, also suitable for the manufacturing of bridge support structures or, for example, falsework use at bridge construction sites. For example, the casting mould of an arch for a bridge opening will be finished much faster than previously, and is additionally markedly simple to dismantle and transfer to a new usage location after casting has been completed.
[0012] Furthermore, an arc section is simple to make essentially flat as far as both the top and bottom surfaces are concerned. This way, a hall or other building made of arc sections may be provided with an essentially flat ceiling surface, if so desired. When arc sections are used as casting moulds, an essentially flat mould surface is correspondingly achieved.
[0013] Other advantages provided by the invention are disclosed in the following more detailed description of the specific embodiments of the invention.
Brief description of the figures [0014] In the following, some preferred embodiments of the invention will be explained in more detail with reference to the accompanying drawing, in which
Figures 1a - 1C shows exemplary battens forming the structure of the presented arc section,
Figure 2 is a schematic sectional view of a batten at A-A of Figure 1 a,
Figure 3 shows how an arc section according to the invention is utilized as the supporting structure of a building such as an arched hall or the like,
Figure 4 shows is closer detail a bottom corner of an arched hall according to Figure 3,
Figure 5 shows a top view of the schematic structure of an arc section as it is being constructed,
Figure 6 shows a cross section at B-B of Figure 4 of the schematic structure of an alternative construction of an arc section used as the arc section is being constructed,
Figure 7 shows a detailed view of an extension alternative for a tension rod used for joining battens in the alternative construction according to Figure 6,
Figure 8 shows how an arc section according to the invention is utilized as the supporting structure of a bridge, and
Figure 9 shows how an arc section according to the invention is utilized as the mould of a supporting arch structure of a bridge.
Detailed description of preferred embodiments [0015] The presented figures do not show a full-scale arrangement for forming an arc section of a right circular cylinder but the figures are schematic, illustrating the general structure and operation of the preferred embodiments. The structural elements shown by reference numbers in the attached figures then correspond to the structural parts marked by reference numbers in this specification.
[0016] An arc section 1 is formed by using battens 2, 3 and 4 according to Figures 1a,1b and 1c, for example, whereby the figures show some advantageous structures for the battens. The battens in such a case comprise a structural element made either of raw wood, or wood processed by manners known per se, such as heat-treated or pressure-treated wood. Each batten according to Figures 1a - 1c has lateral surfaces 5 and 6, joined by a top surface 7 and bottom surface 8.
[0017] As the example in Figure 2 shows, the lateral surfaces of the batten 2, 3, and 4 are formed symmetrically essentially parallel and wavelike. The uniform wavelike form has in such a case been established by utilizing a machining method known per se, such as milling or planing. The waveform in this case has a radius of curvature whose radius R may be chosen in accordance with the desired span of the final structure. So, this means that the wavelike surface form progresses curving on the lateral surfaces of the batten, but its cross-section otherwise remains unchanged. The top surface 7 and bottom surface 8 of the batten are, as regards their shape, essentially flat and advantageously parallel, being conventionally machined ready to be sanded. The top 7 and bottom 8 surface are curved in their lengthwise direction and the radius R of the arc may be chosen in accordance with the desired span of the final structure. The battens are dimensioned so that parallel battens arranged against one another as in Figures 5 and 6, for example, are adapted to set against each other in a tight and bonded fashion thanks to their wavelike lateral surface shape. For example, the ends 9 and 10 of a batten shown in Figures 1a - 1c are also essentially flat, their plane surfaces being substantially parallel to the radius R and perpendicular to the longitudinal axis 11 of the batten.
[0018] As the battens 2, 3 and 4 are being pressed against each other as in Figure 5, for example, the battens comprising the wavelike lateral surfaces 5 and 6 are guided mutually bonded so that the wave crests 12 of the previous batten are positioned at the wave troughs 13 of the corresponding subsequent battens and vice versa, thus creating the close fitting joint face 14 shown in Figure 7, to which the wave crests and wave troughs essentially parallel to and having the same radius of curvature as the bottom surface 8 contribute. The wave height H shown in Figure 2 is advantageously so chosen that it extends through the annual growth of a plurality of pieces of machined wood, making the joint between battens stronger. The length L of the wave, for its part, is advantageously essentially longer than the total depth D of the batten, being easy to machine, durable enough, and this way contributing to the positioning of battens in opposed positions. One of the most noteworthy advantages of a structure compiled of such battens is that the wavelike structure tightens itself, so to speak, regardless of moisture conditions. If even the smallest gap should emerge between adjacent battens, the batten will slide, thanks to the opposed waveforms, slightly apart from each other, creating pressure against the structures that hold the group of battens together.
[0019] By choosing such a wavelike shape of the joint faces 14 for the battens 2, 3 and 4, a notably large contact surface is accomplished between the battens, which significantly adds to the strength and load-carrying capacity of the structure. The wavelike seam structure of the wood structure set forth stiffens the structure against warping and curling, whereby the laminar structure that it accomplishes remains straight and planar. The shape at the same time substantially facilitates assembling the structure as a result of the battens aligning in place against each other in a straightforward manner.
[0020] The arc section 1 at hand is formed by arranging battens 2, 3 and 4 side by side as in Figures 5-7, wherein one or more holes 15, shown by Figures 1a - 1c, have been drilled beforehand in the lateral surfaces of the battens in a direction perpendicular to the longitudinal axis 11 of the batten. There is, of course, nothing to prevent making the holes in the battens at the same time as the battens are arranged side by side, but holes made in advance substantially contribute to the completion of the arc section.
[0021] When the battens 2, 3 and 4 are in an adjacent position, the holes 15 in them form an essentially uniform tightening channel 16, as outlined in Figure 5, in which a tension rod 17 is fitted, such as a threaded rod known per se. At its outermost ends, the tension rod is equipped with nuts or other stoppage means 18, which prevent the tension rod from getting out of the tightening channel.
[0022] In another embodiment of an arc section, according to Figures 6 and 7, it is advantageous to provide the arc section with specific tightening nuts 19 at regular intervals to tighten the battens 2, 3 and 4 against each other, these tightening nuts pressing the battens within this regular interval tightly against each other. By continuing the joining together of battens this way, the arc section at hand may be extended to cover the length of an entire arched hall or another arced structure.
[0023] By arranging arc sections established in this manner side by side, or by making use of arc sections tightened against each other, they will form a flat surface structure that comprises, if so required, a surface ready for sanding or coating. If the goal is a particularly high strength, it is in fact possible to arrange elastic adhesive in the seams 14 of the battens to join the battens together.
[0024] The thickness of a batten 2, 3 and 4 as measured from its top surface 7 to its bottom surface 8 may vary, as may the width of the batten as measured between the lateral surfaces 5 and 6, as well as the radius of curvature R of the batten. So, battens of different thicknesses and curvatures may be made according to appropriate fixed sizes, as schematically shown in Figures 1a,1b, and 1c. The required construction thickness is achieved by choosing a batten that has the most suitable height at any one time. If so desired, it is possible to enhance the strength and load-carrying capacity of, for example, special premises by arranging in the joints between the battens a planar structural element shaped into a wavelike form and made of other material than wood.
[0025] The arc section at hand is also very economical from the material technology viewpoint. By examining Figures 1a - 1c and 3, it may be noted that the fixed-length battens 2, 3 and 4 in the wood structure are in the present invention installed in their longitudinal direction one after the other in a simple manner, and side-by-side in the width direction of the structure so that the joints 20 of successive battens, visible in Figure 5, never fall adjacent to each other in a finished structure, but between adjacent batten joints there are always two solid battens passing the joint. Resulting from the support provided by the wavelike form of a batten, adjacent battens joined together by tension rods 17 and stoppage means 18, only, rest on each other's wavelike shapes thus creating a part of a functional static system. This way, a rigid structure that can handle large loads is accomplished even though not all of the individual battens reach a support 21.
[0026] As shown by Figures 1a -1c, there may be, for example, three different lengths of the battens 2, 3 and 4 - short, medium-length, and long, with the lengths being integer multipliers of the length of the shortest batten. Thus, sizes that have been found out to be advantageous for a batten are such that the short batten 4 is essentially 500 mm long, the medium-length batten 3 is essentially 1000 mm long, and the long batten 2 is essentially 1500 mm long. It should, of course, be noted that such batten lengths are exemplary, only, and that the desired outcome may obviously be reached by making use of other dimensions. A shorter batten, is however, more economical to produce both from the viewpoint of the processing technique and availability of raw material. A shorter batten may advantageously be produced out of pieces of wood that are otherwise ill-suited to be used for industrial or construction purposes.
[0027] In this exemplary case, the holes in the battens, referred to in the above, are implemented so that the shortest batten 4 has one hole 15, the medium-length batten 3 has two holes, and the longest batten 2 has three holes.
[0028] The desired arc section 1 is formed of these battens so that the end 22 of the arc section, which positions on the support 21, is formed of battens placed side-by-side and having an increasing length, or, as shown in Figure 5, of battens having a decreasing length. At every four battens, the selection of a batten is repeated. In other words, battens are grouped either in an ascending or descending length order at the end of an arc section arranged on the support. Alternatively, the battens grouped at the ends of the arc section arranged on the support may also be in an ascending or descending length order by turns. In the case according to Figure 5, on the support there will be positioned a long, medium-length, short, long, medium-length, short, long batten, and so forth. The opposite end of the arc section consists in the same manner of battens whose length varies. The other battens in an arc section are advantageously all long. The battens added in the longitudinal direction of the battens at the ends of an arc section are advantageously selected from among the longest battens.
[0029] An arc section may be formed essentially continuous, as to its width, in the manner described in the above and Figures 6 and 7, whereby the battens 2, 3 and 4 are tightened against each other by tightening nuts 19 installed at fixed intervals on the tension rods 17. Said tension rods are inter-connected in their longitudinal direction by extension nuts 23 in order to extend a tension rod through all the battens arranged side-by-side, which establishes a uniform surface structure for the rest of the arc structure, which is ready to be used, if so required. By installing a spring component 24 between the tightening nut or the extension nut and a batten, the arc structure may also take into account the extension in the lateral direction of the batten, taking place in a group of battens. In such a case, a small allowance for expansion is left between the arc sections at the desired regular intervals, every 2 metres, for example, which ensures a controlled humidity behaviour of the structure.
[0030] An arc section may also be formed of narrower structural elements, which are connected to each other by a separate frame or support structure. Such a support structure may be formed by roof tiers of an arched hall, or by longitudinal strengthenings installed on the bottom surface of an arc section as the casting mould of an arch for a bridge arch is manufactured.
[0031] When manufacturing both arched halls and different kinds of arched centerings a major benefit of the present invention is, on the one hand, the glue-free joint technique of the battens 2, 3 and 4 and easy handling brought along by the small physical size of the battens.
In addition, the assembly of an arc section without special fixing devices or glues makes it possible to disassemble the structure and to transfer it to a new usage location.
[0032] It is obvious to a person skilled in the art that, as technology advances, the basic idea of the described solution may be implemented in various ways. The disclosed solution and its embodiments are thus not restricted to the above examples but may vary within the scope of the claims.
REFERENCES CITED IN THE DESCRIPTION
This list of references cited by the applicant is for the reader's convenience only. It does not form part of the European patent document. Even though great care has been taken in compiling the references, errors or omissions cannot be excluded and the EPO disclaims all liability in this regard.
Patent documents cited in the description • WQ2Q136415QA Γ6602Ϊ

Claims (10)

1. Anordning til at danne et bueafsnit (1) af en cylinder, hvor sådan et bueafsnit omfatter lægter (2, 3, 4) anbragt successivt side-om-side med to laterale flader (5, 6), hvilke lægter er mekanisk fastgjort til hinanden til bueafsnittet (1) af cylinderen både i deres langsgående retning en efter den anden, samt i en parallel position i bredderetningen af strukturen, lægterne har huller (15), der er i de laterale flader af lægterne, i alt væsentligt vinkelret på og på linje med den langsgående akse (11) af lægterne, for at danne tilspændingskanaler (16), hvilken tilspændingskanal har en trækstang (17) med stoporgan (18), hvilken stang strækker sig til de ydre kanter af bueafsnittet til at spænde lægterne, som trækstangen trænger mod hinanden, hvor hver laterale flade (5, 6) af lægterne (2, 3, 4) er dannet bølgeagtig med en topflade (7) og en bundflade (8), der forbinder dem, hvor de laterale flader af hver successive lægte er anbragt i par i en modstående gensidigt bundet position, hvorved bølgetoppene (12) af den forrige lægte er positioneret ved bølgedalene (13) af den tilsvarende efterfølgende lægte og vice versa, for derved at skabe en tætpassende forbindingsflade (14), og bølgetoppene (12) og bølgedalene (13) af sådanne modstående laterale flader er i alt væsentligt parallelle, kendetegnet ved at bueafsnittet har en krumningsradius (R), der danner en lige cirkulær cylinder, og bølgetoppene (12) og bølgedalene (13) i bølgeformen af de laterale flader af lægterne (2, 3, 4) er dannet krumt, således at de har den samme krumningsradius (R) af bueafsnittet, ved at lægterne er anbragt på sådan en måde, at der altid er to faste lægter mellem samlinger (20) af side-om-side lægter, der passerer samlingen, og ved at der fordelagtigt er tre forskellige længder af lægter (2, 3, 4), hvor længderne er hele multipla af den korteste lægte.An apparatus for forming an arc section (1) of a cylinder, wherein such an arc section comprises legs (2, 3, 4) arranged successively side-by-side with two lateral faces (5, 6), which are mechanically fixed to each other to the arc section (1) of the cylinder both in their longitudinal direction one after the other, and in a parallel position in the width direction of the structure, the laths having holes (15) which are in the lateral faces of the laths, substantially perpendicular to the and in line with the longitudinal axis (11) of the laths, to form clamping channels (16), said clamping channel having a drawbar (17) with stop means (18) extending to the outer edges of the arc section to clamp the laths; as the tow bar advances towards each other, with each lateral surface (5, 6) of the lamellae (2, 3, 4) formed corrugated with a top surface (7) and a bottom surface (8) connecting them, the lateral surfaces of each successive lays are placed in pairs in an opposing gene side a tied position, whereby the wave peaks (12) of the previous lane are positioned at the wave valleys (13) of the corresponding subsequent lane and vice versa, thereby creating a close fitting connecting surface (14), and the wave peaks (12) and the wave valleys (13) of such opposing lateral faces are substantially parallel, characterized in that the arc section has a radius of curvature (R) forming a straight circular cylinder, and the wave peaks (12) and the wave valves (13) in the wave form of the lateral faces of the laths (2, 3, 4) are formed curved such that they have the same radius of curvature (R) of the arc section in that the laths are arranged in such a way that there are always two fixed laths between joints (20) of side-by-side laths passing the assembly and advantageously having three different lengths of laths (2, 3, 4), the lengths being the whole multiples of the shortest lath. 2. Anordning ifølge krav 1, kendetegnet ved at topfladen (7) og/eller bundfladen (8) er dannet til at være i alt væsentligt parallel med bølgeformen af de laterale flader.Device according to claim 1, characterized in that the top surface (7) and / or the bottom surface (8) are formed to be substantially parallel to the waveform of the lateral surfaces. 3. Anordning ifølge krav 1 eller 2, kendetegnet ved at den korte af lægterne (2, 3. 4) er i alt væsentligt 500 mm lang, den af mellemlængde i alt væsentligt 1000 mm, og den lange i alt væsentligt 1500 mm.Device according to claim 1 or 2, characterized in that the short of the laths (2, 3, 4) is substantially 500 mm long, that of medium length substantially 1000 mm, and the long one substantially 1500 mm. 4. Anordning ifølge et hvilket som helst af de foregående krav, kendetegnet ved at lægterne omfatter huller (15) i den samme proportion, således at den korteste lægte (4) har ét hul, den mellemlange lægte (3) har to huller, og den længste lægte (2) har tre huller.Device according to any one of the preceding claims, characterized in that the laths include holes (15) in the same proportion such that the shortest lath (4) has one hole, the medium-length lath (3) has two holes, and the longest laid (2) has three holes. 5. Anordning ifølge et hvilket som helst af de foregående krav, kendetegnet ved at bølgehøjden (H) er således valgt, at den strækker sig igennem den årlige vækst af en flerhed af stykker af maskinbehandlet træ, mens længden (L) af bølgen er i alt væsentligt længere end den totale dybde D af lægten.Device according to any one of the preceding claims, characterized in that the wave height (H) is chosen to extend through the annual growth of a plurality of pieces of machined wood, while the length (L) of the wave is in all substantially longer than the total depth D of the limb. 6. Anordning ifølge et hvilket som helst af de foregående krav, kendetegnet ved at lægterne (2, 3, 4) er grupperet enten i en stigende eller aftagende længdeorden ved enden af bueafsnittet (1) dannet på bæreren.Device according to any one of the preceding claims, characterized in that the legs (2, 3, 4) are grouped either in increasing or decreasing longitudinal order at the end of the arc section (1) formed on the support. 7. Anordning ifølge et hvilket som helst af de foregående krav, kendetegnet ved at lægterne (2, 3, 4) er grupperet i en stigende og aftagende længdeorden, skiftevist, ved enden af bueafsnittet (1) dannet på bæreren.Device according to any one of the preceding claims, characterized in that the legs (2, 3, 4) are arranged in ascending and decreasing longitudinal order, alternately, at the end of the arc section (1) formed on the support. 8. Anordning ifølge et hvilket som helst af kravene 5 til 7, kendetegnet ved at lægterne tilføjet i retningen af den langsgående akse (11) af lægterne (2, 3, 4) ved enderne af bueafsnittet (1) anbragt på bærerne er valgt fra blandt de længste lægter (2).Device according to any one of claims 5 to 7, characterized in that the laths added in the direction of the longitudinal axis (11) of the laths (2, 3, 4) at the ends of the arc section (1) arranged on the supports are selected from among the longest lags (2). 9. Anordning ifølge et hvilket som helst af de foregående krav, kendetegnet ved at trækstangen (17), der trænger igennem lægterne (2, 3, 4), er udstyret med en tilspændingsmøtrik (19), der omfatter en forlængelsesmøtrik (23) for at forlænge trækstangen igennem alle lægterne anbragt side-om-side.Device according to any one of the preceding claims, characterized in that the drawbar (17), which penetrates the laths (2, 3, 4), is provided with a tightening nut (19) comprising an extension nut (23) for to extend the drawbar through all the laths placed side by side. 10. Anordning ifølge krav 9, kendetegnet ved at der er en fjederkomponent (24) anbragt mellem lægten (2, 3, 4) og forlængelsesmøtrikken (23) til at tillade den tværgående forlængelse af lægten.Device according to claim 9, characterized in that there is a spring component (24) arranged between the leg (2, 3, 4) and the extension nut (23) to allow the transverse extension of the leg.
DK14195620.1T 2013-12-03 2014-12-01 Device for forming arc sections of straight circular cylinder DK2881518T3 (en)

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