EP0918910B1 - Tragendes plattenelement aus holz für deckenkonstruktionen oder für den brückenbau - Google Patents

Tragendes plattenelement aus holz für deckenkonstruktionen oder für den brückenbau Download PDF

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Publication number
EP0918910B1
EP0918910B1 EP97918967A EP97918967A EP0918910B1 EP 0918910 B1 EP0918910 B1 EP 0918910B1 EP 97918967 A EP97918967 A EP 97918967A EP 97918967 A EP97918967 A EP 97918967A EP 0918910 B1 EP0918910 B1 EP 0918910B1
Authority
EP
European Patent Office
Prior art keywords
boards
screws
screwed
panel element
acute angle
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.)
Expired - Lifetime
Application number
EP97918967A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0918910A1 (de
Inventor
Ulrich A. Meierhofer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SFS Group International AG
Original Assignee
SFS Industrie Holding AG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SFS Industrie Holding AG filed Critical SFS Industrie Holding AG
Priority to SI9730167T priority Critical patent/SI0918910T1/xx
Publication of EP0918910A1 publication Critical patent/EP0918910A1/de
Application granted granted Critical
Publication of EP0918910B1 publication Critical patent/EP0918910B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
    • E04C2/14—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood reinforced

Definitions

  • the invention relates to a supporting plate element made of wood for ceiling structures or for bridge construction, consisting of a multitude of transverse to the plane of the plate element upright and preferably leading over the entire length of the plate element individual layers of boards, which are connected by screw fasteners are.
  • Load-bearing plate elements have already become known (US-A-1 944 237), in which a large number of upright boards through tie rods passing through all boards is interconnected.
  • the individual boards are mutual provisional bracket when building such a stack connected by nails.
  • transversely prestressed board stacks the forces between the Individual boards are transferred by friction, which requires constant contact pressure. The Therefore, transverse preload must always be guaranteed up to a certain level.
  • Wood tends to shrink and creep, must always be taken care that the Tension rods can be retightened.
  • the present invention has now set itself the task of a load-bearing plate element to create from wood of the type mentioned, which is of any length or width can be, the load on this plate element on individual layers of Transmit board impact forces to the greatest possible width of the plate element can be.
  • the individual boards at least partially by acute-angled to their surface and at least approximately in a transverse to the longitudinal extent of the plate element in the lying plane, screws are screwed together are connected, which lead over at least two successive boards.
  • the screws in one of the grid dimensions Layers always turned in at an acute angle and in the other Plane are inclined at an acute angle in the other direction, with on each surface of Boards per grid dimension, two screws crossing each other are screwed in, which, however in the successive levels with a short distance.
  • two screws crossing each other are screwed in, which, however in the successive levels with a short distance.
  • the angle is inclined at an acute angle Surface of the board screwed screws with the surface an angle of approximately Include 45 ° so that they cross each other in the closely adjacent planes Screws are arranged at right angles to each other. This can be the optimal way the mutual power transmission between the successive boards achieved become.
  • An advantageous embodiment provides that in every second of the successive Boards are screwed in at right angles to the surface of the board, whereby the screw screwed into every other board at right angles to the surface each of the other, which is associated with a close spaced level.
  • This offers the possibility that the screws which are screwed in at right angles to the surface of one another in each case in the immediately adjacent levels by a corresponding one Cross over dimension without a continuous fastening is provided.
  • the right angle Screws screwed in to the surface form a kind over the entire width of the plate element continuous clamping element of the known type, but here only short Screws are used, which lie alternately parallel to each other at their ends spread. In this way, however, they are continuous across the entire width of the load-bearing Plate element guided.
  • a particularly advantageous embodiment is given when it is at an acute angle to the surface screws screwed in and perpendicular to the surface of the boards screwed screws have the same length, the screwed in at an acute angle Screw each over two adjacent boards and the one perpendicular to the surface of the Boards screwed screws are each guided over three successive boards.
  • a particularly advantageous embodiment for the assembly of the plate element sees before that in each case in the central area of the grid dimension and also based on the height of the plate element Fixing screws for temporary mutual fixation of successive Boards are screwed in.
  • the fixing screws provided here hold them together following boards until the screws are screwed in at an acute angle and at right angles to the surface are placed.
  • These fixing screws provided as assembly aids remain in the load-bearing plate element, but have none on the load-bearing capacity of the plate element Influence.
  • FIG. 1 and 3 a possible construction of a bridge made of wood is shown.
  • the bridge plate is formed by a supporting plate element 1 made of wood, its structure and construction will be explained in more detail below.
  • a moist is placed on the plate element 1 Insulation 2, over which the bridge covering 3 is then laid, applied.
  • the scrapboard 4 is also made of wood.
  • On this scrap board 4 and on the side edges of the plate element 1 railing posts 5 are fixed by screws 6 and 7.
  • a handrail 8, which can also consist of wood, is applied and fastened by screws 9.
  • the handrail 8 can additionally have a copper cover 10 exhibit.
  • Fig. 3 a section through such a bridge is shown in its longitudinal extent. Thresholds 13 made of wood are placed on corresponding foundation parts 11, 12.
  • Support beams 16 are supported via corresponding uprights 14 and struts 15.
  • the actual beam 18 forming the support can be wedge 17 in height be adjusted.
  • the plate element 1 then lies on the beam 18.
  • To appropriate Connection bar 19 joins the further road.
  • the load-bearing plate element 1 is not only for bridge construction applicable, but also for ceiling constructions and of course, if necessary, also for the creation of walls or the like.
  • Each plate element consists of one Variety of upright and preferably transverse to the plane of the plate element Individual layers of boards 25 leading over the entire length of the plate element 1. Maximum strengths are achieved when the boards run the entire length of the Plate element are executed continuously. For certain applications - especially for longer elements - but it would also be possible to use continuous or instead of part or all of it only part of the length of the plate element to provide continuous boards, which are then connected accordingly become. So it would also be possible to provide a variety of shorter elements that however, overlap again and again in the individual layers. It is within the scope of the invention quite possible, in addition to the screw fasteners adhesives, e.g. Glue. However, this is thanks to the measures for mutual connection according to the invention the boards 25 to a plate element is not necessary.
  • the measures according to the invention now lie in the special fastening of the individual Boards 25 to form the supporting plate element made of wood.
  • the individual boards 25 are connected to one another by screws 27 screwed in at an acute angle to their surface, these at an angle screwed at least approximately in one lie transverse to the longitudinal extent of the plate element 1 plane. In the operational situation the screws 27 are thus inclined from top to bottom or from bottom to top turned in.
  • the screws 27 extend over at least two successive boards 25 following boards 25 or if necessary only in every other board 25 are screws with intersecting directions in spaced, transverse to the boards 25 Levels 29 and 39 turned in.
  • screws 27 screwed in at an acute angle to the surface 26 of the boards 25 additional screws 28 are provided, each over at least three successive Guide boards 25 and are inserted at right angles to the surface 26.
  • planes 29, 39 are in pairs acute angles and screws 27 screwed in at right angles to the surface 26 of the boards 25 or 28 provided.
  • each screw 27 lying in one of the two levels 29, 39 are always in one direction screwed in at an acute angle and the screws lying in the other plane 29, 39 inclined at an acute angle in the other direction.
  • each surface 26 of Boards 25 per pitch R each provided two screws 27 which cross each other however, they lie in the planes 29 and 39 which follow one another at a short distance A.
  • a respective plane 29 or 39 in the corresponding grid dimension R are based on the Length of the plate element 1 in each case in one direction at an acute angle inclined screws 27 and also near the upper board edge 30 and the lower board edge 31 at right angles screws 28 are provided for the surface 26 of the boards 25.
  • screws 27 and 28 are provided for the surface 26 of the boards 25.
  • A practically a framework-like arrangement of screws 27 and 28 is created, so that an optimal mutual attachment and load distribution is possible.
  • 4 and 9 show the close inclined to the surface 26 of the Boards 25 screwed screws 27 with the surface 26 an angle ⁇ of approximately 45 ° so that the intersecting one another in the closely successive planes 29, 39 Screws 27 are aligned at right angles to each other.
  • the screws 27 screwed in at an acute angle and those at right angles screwed screws 28 have the same length.
  • the screwed in at an acute angle Screws pass over two adjacent boards 25 and the one screwed in at right angles Screws over three consecutive boards 25.
  • the clear advantage is that for the application of the screws 27 and the use of the screws 28 always the same screws can be used. Therefore, when assembling one Such a plate element always requires only one type of screw, for which when building a bridge, additionally required screws if possible the same Construction and length is chosen.
  • the grid size is adjusted depending on the unsupported length of the plate element R, the distance A between the two levels 29 and 39 depending on the different conditions is customizable. Criteria for a special adjustment can be, for example, the Span of such a plate element, the particular load-bearing capacity of the plate element, the type of wood used, but also the type of screws used.
  • Fig. 5 shows that each in the central region of the grid dimension R and also based on the height H of the plate element 1 fixing screws 32 for temporary mutual fixation successive boards 25 are screwed.
  • the fixing screws 32 form a kind Assembly aid in the manufacture of the plate element, i.e. the next board can each with the previous board or the section of the plate element that has already been manufactured be firmly connected at certain intervals, with which the screws are screwed in 27 and 28 is facilitated.
  • the fixing screws do not always have to be in the middle area a grid dimension and be arranged in the middle area in relation to the height H. It is only ensured that the fixing screws 32 are not in the area or near the Levels 29 and 39 are located.
  • the particular advantages of the present invention are that the assembly of a plate element can be done in a simple manner on the spot, the successive Boards of the plate element are always optimally supported against each other and thus always without the need to retighten screw connections best possible load distribution are operational.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Connection Of Plates (AREA)
  • Panels For Use In Building Construction (AREA)
  • Bridges Or Land Bridges (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Building Environments (AREA)
  • Dry Formation Of Fiberboard And The Like (AREA)
  • Rod-Shaped Construction Members (AREA)
EP97918967A 1996-08-14 1997-08-07 Tragendes plattenelement aus holz für deckenkonstruktionen oder für den brückenbau Expired - Lifetime EP0918910B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI9730167T SI0918910T1 (en) 1996-08-14 1997-08-07 Supporting wooden panel element for constructing ceilings or bridges

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19632796 1996-08-14
DE19632796A DE19632796C2 (de) 1996-08-14 1996-08-14 Tragendes Plattenelement aus Holz für Deckenkonstruktionen oder für den Brückenbau und Verwendung einer Schraube für die Herstellung von Plattenelementen
PCT/EP1997/004297 WO1998006912A1 (de) 1996-08-14 1997-08-07 Tragendes plattenelement aus holz für deckenkonstruktionen oder für den brückenbau sowie verwendung einer schraube zum verbinden von brettern zu einem plattenelement

Publications (2)

Publication Number Publication Date
EP0918910A1 EP0918910A1 (de) 1999-06-02
EP0918910B1 true EP0918910B1 (de) 2001-06-27

Family

ID=7802639

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97918967A Expired - Lifetime EP0918910B1 (de) 1996-08-14 1997-08-07 Tragendes plattenelement aus holz für deckenkonstruktionen oder für den brückenbau

Country Status (13)

Country Link
US (1) US6256949B1 (es)
EP (1) EP0918910B1 (es)
AT (1) ATE202610T1 (es)
AU (1) AU4298197A (es)
BG (1) BG62896B1 (es)
CA (1) CA2263997C (es)
DE (2) DE19632796C2 (es)
DK (1) DK0918910T3 (es)
EA (1) EA000546B1 (es)
ES (1) ES2160341T3 (es)
NO (1) NO319761B1 (es)
PL (1) PL187082B1 (es)
WO (1) WO1998006912A1 (es)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007052601B3 (de) * 2007-11-03 2009-03-12 Hans Hundegger Dach-, Decken- oder Wandelement
WO2011148116A2 (fr) 2010-05-27 2011-12-01 Laboratoire Idenov Acide hyaluronique modifie, procede de fabrication et utilisations
US10882048B2 (en) 2016-07-11 2021-01-05 Resource Fiber LLC Apparatus and method for conditioning bamboo or vegetable cane fiber
RU167860U1 (ru) * 2016-09-14 2017-01-20 Борис Леонидович Самохвалов Многослойная стеновая панель
RU2627434C1 (ru) * 2016-09-14 2017-08-08 Борис Леонидович Самохвалов Многослойная стеновая панель
RU172007U1 (ru) * 2017-03-17 2017-06-26 Борис Леонидович Самохвалов Самонесущая панель
US11175116B2 (en) 2017-04-12 2021-11-16 Resource Fiber LLC Bamboo and/or vegetable cane fiber ballistic impact panel and process
US10597863B2 (en) * 2018-01-19 2020-03-24 Resource Fiber LLC Laminated bamboo platform and concrete composite slab system

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1944237A (en) * 1932-02-01 1934-01-23 Edgar E Heineman Laminated lumber and method of making the same
US2244343A (en) * 1938-11-07 1941-06-03 Meyercord Agnes Adams Joint and structure embodying the same
US2439655A (en) * 1944-03-16 1948-04-13 Pittsburgh Screw & Bolt Compan Spliced lumber
DE842709C (de) * 1951-10-31 1952-06-30 Genageltes balkenformiges Holzbauglied
BE651924A (es) * 1964-08-12
DE3117624C2 (de) * 1981-05-05 1985-10-17 J. Georg Bierbach Schraubenfabrik, 5990 Altena Selbstformende Universalschraube
DE3408048A1 (de) * 1984-03-05 1985-09-12 Licentia Patent-Verwaltungs-Gmbh, 6000 Frankfurt Mittels schrauben herstellbare verbindung von aus thermoplastischem kunststoff bestehenden formteilen
US4932178A (en) * 1989-05-05 1990-06-12 Mozingo Ralph R Compound timber-metal stressed decks
DE9415235U1 (de) * 1994-09-20 1995-01-12 Hubert Schmid Baugeschäft GmbH, 87616 Marktoberdorf Brettstapelelement
DE29502068U1 (de) * 1995-02-10 1996-06-13 Gebrüder Kömmerling Kunststoffwerke GmbH, 66954 Pirmasens Schraube, insbesondere für Fensterprofile aus Kunststoff

Also Published As

Publication number Publication date
NO319761B1 (no) 2005-09-12
AU4298197A (en) 1998-03-06
BG62896B1 (bg) 2000-10-31
NO990661L (no) 1999-02-12
CA2263997C (en) 2002-01-22
NO990661D0 (no) 1999-02-12
PL187082B1 (pl) 2004-05-31
DE19632796A1 (de) 1998-02-19
CA2263997A1 (en) 1998-02-19
DE19632796C2 (de) 1998-07-16
EA199900197A1 (ru) 1999-06-24
DK0918910T3 (da) 2001-09-17
DE59703918D1 (de) 2001-08-02
WO1998006912A1 (de) 1998-02-19
EP0918910A1 (de) 1999-06-02
PL331243A1 (en) 1999-07-05
ATE202610T1 (de) 2001-07-15
US6256949B1 (en) 2001-07-10
EA000546B1 (ru) 1999-10-28
ES2160341T3 (es) 2001-11-01
BG103035A (en) 1999-07-30

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