DK2881518T3 - Device for forming arc sections of straight circular cylinder - Google Patents
Device for forming arc sections of straight circular cylinder Download PDFInfo
- 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
- Authority
- DK
- Denmark
- Prior art keywords
- laths
- arc section
- battens
- wave
- batten
- Prior art date
Links
- 239000002023 wood Substances 0.000 claims description 9
- 230000001174 ascending effect Effects 0.000 claims description 3
- 230000003247 decreasing effect Effects 0.000 claims description 3
- 108090000623 proteins and genes Proteins 0.000 claims 1
- 238000010276 construction Methods 0.000 description 7
- 238000005266 casting Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000005304 joining Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002994 raw material Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000010875 treated wood Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
- B27M—WORKING OF WOOD NOT PROVIDED FOR IN SUBCLASSES B27B - B27L; MANUFACTURE OF SPECIFIC WOODEN ARTICLES
- B27M3/00—Manufacture or reconditioning of specific semi-finished or finished articles
- B27M3/0013—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles
- B27M3/0026—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles characterised by oblong elements connected laterally
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
-
- 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
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/42—Arched girders or portal frames of wood, e.g. units for rafter roofs
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/18—Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
- E21D11/186—Pre-stressing or dismantling devices therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D4/00—Arch-type bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3276—Panel connection details
Landscapes
- 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)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI20136209A FI127039B (en) | 2013-12-03 | 2013-12-03 | Arrangement for creating an arc portion included in a straight circular cylinder |
Publications (1)
Publication Number | Publication Date |
---|---|
DK2881518T3 true DK2881518T3 (en) | 2017-10-16 |
Family
ID=52394025
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DK14195620.1T DK2881518T3 (en) | 2013-12-03 | 2014-12-01 | Device for forming arc sections of straight circular cylinder |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2881518B1 (en) |
DK (1) | DK2881518T3 (en) |
FI (1) | FI127039B (en) |
PL (1) | PL2881518T3 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106182223B (en) * | 2016-09-09 | 2019-02-05 | 南京工业大学 | Over-bending correction forming method for variable-section arc-shaped laminated wood member |
CN106239680B (en) * | 2016-09-09 | 2018-08-31 | 南京工业大学 | Preparation method of variable-section arc-shaped laminated wood member with high shape precision |
CN106239681B (en) * | 2016-09-09 | 2019-02-05 | 南京工业大学 | Preparation method of arc-shaped laminated wood member with shape springback compensation |
FI11685U1 (en) * | 2017-02-27 | 2017-06-09 | Aalto Haitek Oy | Liittopuujärjestely |
FR3117059B1 (en) * | 2020-12-08 | 2023-03-31 | Dreuille Jean De | PROCESS FOR MANUFACTURING A PLYWOOD OBJECT |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2250175A (en) * | 1940-02-05 | 1941-07-22 | John F Blaski | Trussless roof construction |
BE651924A (en) * | 1964-08-12 | |||
GB2139672B (en) * | 1983-05-11 | 1986-03-05 | R & E Coordination Ltd | Bridge construction |
FR2614968B1 (en) * | 1987-05-07 | 1990-06-15 | Boissel Eric | WOODEN STRUCTURES DELIVERED IN SPARE PARTS, IN PARTICULAR FURNITURE OR FRAMEWORK AND METHODS OF CONSTRUCTION |
BE1009036A3 (en) * | 1994-06-07 | 1996-11-05 | Jan Construct Nv | PLATFORM BOARD. |
BR112014010712A2 (en) * | 2011-11-02 | 2017-04-18 | Evershelter Aps | building unit for permanent or temporary shelter |
CN202390760U (en) * | 2011-11-21 | 2012-08-22 | 长安大学 | Steel-wood composite bridge structure provided with perforated steel board connecting pieces |
-
2013
- 2013-12-03 FI FI20136209A patent/FI127039B/en active IP Right Grant
-
2014
- 2014-12-01 DK DK14195620.1T patent/DK2881518T3/en active
- 2014-12-01 PL PL14195620T patent/PL2881518T3/en unknown
- 2014-12-01 EP EP14195620.1A patent/EP2881518B1/en active Active
Also Published As
Publication number | Publication date |
---|---|
EP2881518A1 (en) | 2015-06-10 |
PL2881518T3 (en) | 2018-02-28 |
FI127039B (en) | 2017-10-13 |
EP2881518B1 (en) | 2017-07-12 |
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