EP0896096A2 - Méthode pour batir un mur de bâtiment Mot clé: Ancrage d'un panneau de bois lamellé dans le sol - Google Patents

Méthode pour batir un mur de bâtiment Mot clé: Ancrage d'un panneau de bois lamellé dans le sol Download PDF

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Publication number
EP0896096A2
EP0896096A2 EP98111017A EP98111017A EP0896096A2 EP 0896096 A2 EP0896096 A2 EP 0896096A2 EP 98111017 A EP98111017 A EP 98111017A EP 98111017 A EP98111017 A EP 98111017A EP 0896096 A2 EP0896096 A2 EP 0896096A2
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EP
European Patent Office
Prior art keywords
wood
panel
layers
wall
layer
Prior art date
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Granted
Application number
EP98111017A
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German (de)
English (en)
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EP0896096A3 (fr
EP0896096B1 (fr
Inventor
Karl Moser
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Individual
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Publication of EP0896096A3 publication Critical patent/EP0896096A3/fr
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0047—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement with open cavities, e.g. for covering sunken roads
    • E01F8/0052—Grate-style, e.g. as wall facing
    • E01F8/0058—Grate-style, e.g. as wall facing with damping material, e.g. rockwool, sand
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0017—Plate-like elements
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0023—Details, e.g. foundations

Definitions

  • the invention relates to a method for erecting a wall Building construction in which at least one panel-shaped wall element is made of Wood vertical with a wall surface area rising above the floor is set up and anchored to the ground by anchoring means, which in be let in the floor and across the wall area Take up the wall plane of the wall element acting forces and in the Derive soil.
  • wood-based materials are recommended for the construction sector because of environmental pollution are not present.
  • wood is considered by many people Perceived material, the building a feeling of well-being Gives comfort.
  • wood is suitable due to its light weight Machinability, its excellent building physics and mechanical Properties with appropriate design of the wooden components, such as in shape of plywood panels, and its weather resistance appropriate impregnation to a high degree as a material for manufacturing of construction parts for the construction sector.
  • statically articulated fastening of wooden supports on a foundation requires additional stiffening measures, for example by a stiffening wall panel, making it static rigid construction can be created in which the Fixing moments and forces are absorbed in the foundation and in the ground can be derived.
  • anchoring supports used, on which the wooden wall elements force and moment deriving are held.
  • the anchoring supports are, for example, in the Steel columns cast in concrete or from statically articulated ones Wooden supports formed above ground on a concrete in the floor Foundation to be attached.
  • the wood wall elements are above the Floor attached to the anchor supports so that they do not fall into the Reach in the floor.
  • soundproof wall panels for A noise barrier is this type of anchoring, for example from the DE 42 42 824 A1 and DE 44 16 201 A1 are known.
  • the invention is therefore based on the technical problem simple and easy to perform procedure of the aforementioned Specify the type, especially with such building structures that with the simplest possible means can be set up quickly and cost-effectively should bring economic benefits.
  • part of the anchoring means is namely the anchoring area, an integral part of the vertical towering plywood panel forming wall area.
  • This integral part of the plywood board is in the slot receptacle used, which are then only filled with the filling material got to.
  • Much more the plywood panel with its anchoring area is directly in the Embedded in the floor. This saves time and reduces the effort for the Anchoring measures. The resulting cost and Time savings are particularly evident when it comes to comparatively simple ones Building structures, for example in agricultural buildings or Hall buildings.
  • the plywood board can be Vacuum gluing process can be produced.
  • the wrapping For example, an airtight film bag or one with a Clamping foil jacket carrying base layer of wood layers be.
  • Impregnated plywood panels can easily be used in the long term Exposed to weather or in contact with the earth without significant Impairment of strength properties and surface quality to fear.
  • the impregnation of the plywood board is thereby facilitated that the plate in at least part of the wood layers essentially extending in the fiber direction of the respective layer Longitudinal channels.
  • Impregnation is the so-called pressure impregnation, in which the plywood panel is placed as a whole in a pressure impregnation tank in which it is one exposed to pressurized atmosphere containing impregnant becomes.
  • the round-peeled veneer layers one to longitudinal cracks leading thickness.
  • the peeled veneer flat from a certain point - including depending on the type of wood - veneer thickness
  • Cracks along the grain, which are still present after the plate has formed are open. Through these cracks, the wood preservative can get into any of the Penetrate layers of veneer. That is why they have laminated veneer wood panels a remarkable one even with unprotected use outdoors Lifespan.
  • a thickness between is recommended for the veneer layers 2 and 5mm, preferably about 3mm. It has been found that the formation of cracks in veneer layers of this thickness is particularly favorable.
  • the process involves setting up a plywood panel in which at least a part of the wood layers on at least one flat wood layer side with several, approximately parallel to each other and essentially in Grain direction of the respective layer extending longitudinal grooves is provided.
  • the longitudinal grooves facilitate the impregnation of the plywood panel.
  • the longitudinal grooves result in advantageous building physics Properties of the plywood panel because of the openness to diffusion for the diffusion of moisture through the plywood panel This is particularly true in the case of relatively deep longitudinal grooves. Therefore this type of plywood panel combines one from their ply construction resulting high airtightness with a comparatively low Vapor diffusion resistance.
  • a plywood panel is preferably set up, in which at least one part of the wood layer flat sides adjacent in pairs, each with longitudinal grooves is provided in such a way that at least some of the cross-mutually running fiber directions in pairs adjacent wood layers Cross the longitudinal grooves of the adjacent wood-layer flat sides.
  • a plywood board can be set up with at least the on both sides through layers of wood with a transverse grain covered layers of wood on both sides of the flat wood layer Longitudinal grooves are provided.
  • a plywood board with the on the longitudinal grooves provided on both wood layer flat sides of a wood layer offset, especially in the middle, are arranged.
  • a plywood board can be set up with the on the longitudinal grooves provided on both wood layer flat sides of a wood layer run in pairs in the same cross-sectional plane. In both cases it is Density of the longitudinal grooves on the two wooden layer flat sides of one Wood layer the same, so that by incorporating the longitudinal grooves from the Wood layer removed material evenly distributed over the cross section this layer of wood is missing.
  • a plywood board can also be set up with the at least one of the wood layers only on one of its wood layer flat sides is provided with longitudinal grooves, and these longitudinal grooves a depth have at least half the thickness of this wood layer, in particular a depth in the range of 0.5 to 0.8 times the thickness.
  • This Wood layers have a wood layer flat side without longitudinal grooves, what may be desirable in individual cases, for example aesthetic Reasons if this wood layer flat side is visible from the outside, or for design reasons, such as when longitudinal grooves when applying a additional top layer would be a hindrance.
  • the depth of the longitudinal grooves influences the Effectiveness of the longitudinal grooves as sinks for the adhesive and the physical properties of the plywood panel. If on both Wood layer flat sides of a wood layer longitudinal grooves offset are arranged, the longitudinal grooves can also have a depth of have at least half the thickness of this wood layer, in particular a depth in the range of 0.5 to 0.8 times the thickness. If the on the longitudinal grooves provided on both wood layer flat sides of a wood layer run in pairs in the same cross-sectional plane, they have Longitudinal grooves preferably have a depth of at least a quarter of the thickness this wood layer, in particular a depth in the range of 0.25 to 0.4 times the thick. The one on the opposite wooden layer flat sides the longitudinal grooves provided for the wood layer are relatively close to each other, what the diffusion openness of the wood layer for moisture and steam increases.
  • Longitudinal grooves provided in the wood layer has a value of around 15 to 120mm, in particular 20-30mm, was found to be advantageous.
  • Laminated veneer wood panel set up to form the wood wall element is preferably provided that a plywood panel is set up, in which at least some of the wood layers each have a plurality about parallel grain directions of closely spaced wooden elements, in particular on the narrow side of adjacent wooden boards.
  • plywood panels usually meet the requirements Resilience and load-bearing capacity attached to wall elements of building structures be put.
  • the depth and width of the slot mount will vary according to the dimensioned static requirements that the clamping of the Wall element are placed.
  • the main things to consider are loads occurring transversely to the wall plane of the wall element, but also such loads that occur along the wall element, namely both parallel to the floor and perpendicular to the floor. It has found that a sufficiently firm clamping of the wall element against transverse forces can be achieved if the Laminated wood panel with its anchoring area on part of it vertical height is inserted into the slot receptacle, the minimum a fifth, in particular at least a quarter, for example one Third, which corresponds to the vertical height of the wall surface area.
  • stiffening ribs in particular made of wood.
  • the Bracing ribs can be glued on, nailed on or screwed on be. With such a plywood panel it is recommended to place it under approximately vertical alignment of the plywood board in the Slot slot insert that the stiffening ribs on one part their length into the slot receptacle and on the rest of their Project length out of slot slot.
  • the stiffening ribs are so preferably part of the length of the floor. The wall element formed by the plywood panel can thus be higher Take up lateral forces and divert them into the ground.
  • a plywood panel set up For the tensile anchoring of the wall element in the floor is preferred a plywood panel set up, several in its anchoring area has anchoring elements projecting transversely from the plywood panel, which when filling the slot receptacle from the filling material be enclosed.
  • a tensile strength is established via the anchoring elements Connection with the earth or surrounding the plywood board on both sides Concrete backfill reached.
  • the Anchoring organs are particularly in the area of the train loaded panel side and so the plywood panel against Secure lifting out of the slot holder.
  • the one on the opposite Compressing forces occurring on the plate side can also be carried out transversely from the Anchoring elements protruding from the plywood board and in the Soil to be derived.
  • the anchoring members can at least partially by Anchor rods or pins can be formed, which in cross holes are used in the plywood panel. For example, steel or Wooden sticks. Anchoring elements can also be used are glued onto one side of the plywood board, screwed on or nailed on.
  • the invention relates to a vertical to be erected, tabular wall element made of wood for a particular Wall to be erected according to the above procedure Building construction, with one in the final assembly position of the wall element above the floor area and into the floor Anchorage means to anchor the wall element on the ground, the anchoring means being designed to be in the Final assembly position of the wall element transversely to its wall level on the To absorb wall area forces and into the floor to derive.
  • the invention assumes that at conventional wooden wall elements whose anchoring only via separate anchoring means are made, usually by laying in a foundation Concrete steel supports to which the wall element is attached above ground becomes. Based on this, the further aspect can be technical Be considered a combination of wood wall element and Anchoring means to provide a simplified installation of the Wall element allows for reduced costs.
  • the wood wall element according to the invention an essential idea in it see at least part of the anchoring means as integral Form part of the plywood panel. This makes assembly easier of the wall element, since the plywood panel with its anchoring area only needs to be inserted into the slot receptacle and expensive Foundation measures by steel beams or the like are not necessary can.
  • the construction and impregnation of the plywood panel as well as for the Filling the slot receptacle analogously applies to that Method according to the invention said.
  • the anchoring means can expediently also be used for receiving and Derivation of in the final assembly position along the wall element, in particular approximately parallel to the floor, on the wall surface area acting forces be trained.
  • the Anchoring means for receiving and deriving at least the predominantly in the final assembly position on the wall element acting clamping forces be formed.
  • the clamping of the Laminated wood panel in the floor should not only be such that only minor loads, such as knocks or blows on the Wall element, over which the anchoring area can be derived, but favorably essentially all clamping forces and moments, those in the final assembly position of those containing the wall element Building construction act on the wall element and for example by Cross winds, snow loads on roofs, the dead weight of the Wall element supported construction parts etc. are caused.
  • the anchoring means can be an in-situ concrete filling for the Include slot receptacle.
  • an in-situ concrete filling is a Concrete filling understood at the construction site after the installation of the Laminated wood panel is made in the slot receptacle.
  • the anchoring means at the bottom can absorb pressure forces the slot holder a pressure-resistant support layer for the Include plywood.
  • This support layer can also be a flat one Form the support surface for the plywood panel.
  • the anchoring means have a along the slot receptacle at least on one side over the Anchoring area of the plywood panel filling for the Include slot receptacle. This is an improved security given against lifting the plywood panel out of the slot holder, if along the wall element, in particular approximately parallel to Floor, forces act on the wall element.
  • the invention further relates to a building with at least one wall disc made of wood anchored to the floor by means of anchoring, it is provided according to the invention that at least part of the Anchoring means is an integral part of the wall panel and this Wall pane of at least one wall element of the above type is formed.
  • the invention provides that at least part of the anchoring means integral part of one of the Material layers is and this material layer of at least one wooden wall element of the type mentioned above is formed.
  • Anchoring means an integral part of a wall-forming part of the Wall pane or wall field is what is already detailed about benefits discussed.
  • the plywood panel 1 shows a plywood panel 1.
  • This plywood panel 1 forms a wall element of a wall, not shown Building construction.
  • the plywood panel 1 has a wall surface area 3, which protrudes freely from the floor 5. It also has one Anchoring area 7, which is embedded in the floor 5. Of the Wall surface area 3 and the anchoring area 7 are both respectively integral part of the plywood panel 1.
  • the plywood panel 1 is with their anchoring area 7 in a later with a filler 9 filled slot receptacle 11 used vertically in the bottom 5.
  • the Filling material 9 can be compacted earth or stone material or concrete, especially lean concrete.
  • the slot receptacle 11 can Excavation in soil 5 But it is also conceivable that there is something in floor 5 dig a wider hole and insert formwork in this hole, which in turn forms the slot receptacle 11. In the latter case for example, the area delimited by the formwork after adjustment the plywood board 1 are poured with concrete during the Area around which the formwork is filled with earth material. It is the same conceivable, a schematic at the bottom of the slot receptacle 11 indicated support strip 13 about by pouring concrete to attach, which is a pressure-resistant layer for the plywood 1 forms.
  • the laminated wood panel 1 with her Anchoring area 7 on a not inconsiderable part of its vertical Height in the slot receptacle 11 extends.
  • the anchoring area 7 should be at least about a fifth of the vertical height in the vertical direction of the wall area 3 measure, but can easily 30 or 40% of the height of the wall surface area 3. This depends on the Expected loads across the board level of the plywood board 1 in the final assembly position of the same.
  • the Laminated wood panel 1 set sufficiently deep in the slot receptacle 11, to absorb essentially all clamping forces and moments and Derive via their anchoring area 7 and the filling 9 into the floor 5 to be able to.
  • the anchoring rods 17 exist made of wood or steel or another suitable, sufficiently strong Material and are through cross holes in the plywood 1 inserted so that they are from both 'flat sides of the plywood board 1 stick out. It goes without saying that the laminated wood panel 1 penetrating anchoring rods 17 only from one flat side of the Plywood 1 protruding anchoring pieces may be provided can glued, nailed to the plywood board 1 or be screwed on.
  • the anchoring rods 17 are special in the area the plate edges spaced in the longitudinal direction of the slot receptacle 11 the plywood panel 1 arranged as this is the most on pressure or tensile stressed panel areas are when on the plywood panel 1 Apply forces approximately parallel to the surface of the ground, for example in the direction of arrow 15. In the direction of arrow 15 on the plywood board 1 acting force reinforce the left-hand side in FIG. 1 Anchoring rods 17 the tensile anchoring of the plywood board 1 in the filling 9 and prevent the plywood panel 1 from the filling 9 or is pulled out of the slot receptacle 11. against Via the anchoring rods 17 on the right-hand side in FIG. 1, pressure loads derived into the filling 9 and the bottom 5 and so thrusting movements Plywood board 1 along the slot receptacle 11 prevented.
  • Stiffening ribs 19 attached in the form of wooden strips, which in mutual distance are essentially parallel to each other.
  • the Stiffening ribs 19 extend over the entire height of the Laminated wood panel 1, so that it is part of its length in the Protrude slot receptacle 11 and enclosed by the filling material 9 are.
  • the stiffening ribs 19 stiffen the plywood sheet 1 against crosswise forces acting on the plate level. It is understood that the on stiffening ribs arranged on both flat sides of the plywood panel 1 19 can be offset from each other or only on one flat side of the Laminated wood panel 1 such stiffening ribs 19 can be arranged.
  • FIG. 2 and 3 show two exemplary embodiments of the plywood panel 1 of Fig. 1.
  • a laminated veneer wood panel 1a is shown in Fig. 2.
  • This Laminated veneer lumber panel 1a is of a large number of flat layers and veneer layers fully bonded together.
  • An upper one Cover veneer layer 21a has one in a first direction, for example with a rectangular plate 1a aligned in the longitudinal direction of the plate Grain flow. One of them has the same fiber course directly below lying, second veneer layer 23a. Further veneer layers follow, e.g. B.
  • the first and the second fiber direction is preferably approximately perpendicular to one another.
  • the total number of veneer layers can vary, with the number of veneer layers with longitudinal to the first direction Fibers easily depending on the number of veneer layers along second direction fibers can distinguish. In this way can depend on the expected loads of the Laminated veneer lumber panel 1a a different breaking strength of the panel 1a can be brought about in different directions.
  • the veneer layers are 2 to 5 mm thick, preferably approx. 3mm, made of spruce or pine wood by peeling the logs manufactured.
  • a large number of longitudinal cracks form in the veneer, which also reproduce Continuous connection of the veneers to the laminated veneer wood panel 1a stay.
  • the plate 1a After the plate 1a has been formed, it is joined in the boiler pressure process impregnated with a wood preservative.
  • the wood preservative occurs End faces of the individual veneer layers in the longitudinal cracks and migrates inside the plywood panel 1a. That way all veneer layers impregnated over their entire length, so that you have a fully impregnated veneer plywood board 1a from high weather resistance and durability.
  • Impregnation depths along the cracks of several meters are easily accessible. Also very thick veneer plywood panels can be completely made in this way impregnate. Contact with the filling material also has a long-term effect to no significant rotting, so that the stability of the im Floor clamped veneer layer board 1a is guaranteed permanently.
  • Fig. 3 shows a glulam 1b, which in turn a variety pairs of adjacent wood layer flat sides 29b with one another over the entire surface glued wood layers 31b comprises.
  • the wood layers 31b include each several wooden boards 33b, the wood fibers within one Wood layer 31b run approximately parallel to one another. All in pairs Adjacent layers of wood 31b are approximately perpendicular to one another running fiber directions.
  • the pairs neighboring and with each other glued wood layer flat sides 29b are each with a variety in Grain direction of the respective layer, each other in provided substantially parallel longitudinal grooves 35b so that the adjacent Wood layer flat sides 29b of adjacent pairs Wood layers 31b have intersecting longitudinal grooves 35b.
  • the inner layers of wood formed by the layers of wood 31b Stacks are on both of their flat wooden layer sides 29b with longitudinal grooves 35b provided.
  • the longitudinal grooves 35b in the wood layer flat sides 29b of the individual Wood layers 31b are spaced from one another by about 15 to 120mm, preferably from about 20-30mm. Its width is a few Millimeter.
  • the longitudinal grooves 35b preferably have a groove depth that is greater than half the thickness of a wood layer 31b. This is especially true for such wood layers 31b, which are only on one of their wood layer flat sides are provided with longitudinal grooves 35b, and also for such wooden layers 31b, which provide longitudinal grooves 35b on both of their flat wood-layer sides are, but which are arranged offset to each other.
  • the limit for that Groove depth of the longitudinal grooves 35b becomes about 0.8 times the thickness of one Wood layer 31b lie, otherwise an impairment of the mechanical stability of the plate 1b is to be feared.
  • the mutual The distance between the longitudinal grooves 35b need not be the same for all the longitudinal grooves 35b, although there is an even distribution of the longitudinal grooves 35b recommends. If individual layers of wood, which is not shown in Fig. 3, on their two wood layer flat sides 29b have longitudinal grooves 35b which run in pairs in the same cross-sectional plane, the groove depth of the Longitudinal grooves 35b clearly less than half the thickness of one Wood layer 31b.
  • the wood fiber direction changes in the laminated wood panel shown in FIG. 3 1b from layer of wood to layer of wood.
  • the longitudinal grooves 35b have the advantage that they have small bumps or warping of the boards 33b when gluing and pressing can compensate.
  • the pressing of the glued boards 33b is preferably carried out in a vacuum gluing process, in which the Layers of wood 31b on a support, for example in a tub, be stacked, and then this carrier with an airtight Foil jacket is covered.
  • the hermetically sealable thus formed Wrapping is used for at least part of the setting time of the adhesive evacuated so that the boards 33b below one the atmospheric Air pressure corresponding pressing pressure are pressed.
  • the wall panel 37c is used as a finished element Delivered to the construction site and includes an anchored in the ground 5c Laminated wood panel 1 c, which with its arranged above the floor Wall surface area 3c a first, essentially closed surface Forms material layer 39c extending over the entire wall field 37c.
  • the Mats 43c are separated by spacers 45c Laminated wood panel 1c held, these spacers 45c from on the stiffening ribs 19c attached to the plywood panel 1c can.
  • the spacer elements 45c extend into the Slot receptacle 11c, in which the plywood panel 1c with its Anchoring area 7c is used.
  • the spacers 45c can but also from a large number of individual spacing blocks, e.g. Remnants of cuts be made of wood, which are attached to the plywood panel 1c.
  • the Round wooden posts 47c cover the sound absorbing mats 43c. she have a sound-breaking effect, i.e. they represent a first stage of sound insulation.
  • the log posts 47c are on horizontal ledge pieces 49c, for example, fastened by nails facing the noise source Side of the plywood board 1c are attached.
  • the last pieces 49c each extend between the stiffening ribs 19c, but can also go over the entire plywood panel 1c if the Spacer elements 45c are formed by individual spacer blocks.
  • the two material layers 39c and 41c delimit several between them Hall spaces 51c, in which, if desired, additional sound-absorbing Components can be arranged.
  • a cover hood 53c for example made of wood, covers the wall field 37c along its entire length.
  • Cover strips 55c can be used closed transition between successive wall fields 37c the noise barrier can be reached, the cover strips 55c also for Fixation of the wall panels 37c can serve each other.
  • the building 57d comprises a frame 59d, the vertically upstanding pendulum supports 61d includes.
  • the pendulum supports 61d are each articulated in terms of statics attached to a concrete base 63d.
  • To brace the frame 59d at least one stiffening wall plate 65d is provided, which in Example shown for a side wall of the building 57d several Wall elements in the form of directly anchored in the floor Plywood panels 1d comprises.
  • the wall plate 65d is on the frame 59d attached.
  • the construction of building 57d shown is suitable both for residential buildings as well as for agricultural buildings or for Hall buildings, for example eradication halls.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Building Environments (AREA)
  • Floor Finish (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)
  • Veneer Processing And Manufacture Of Plywood (AREA)
EP98111017A 1997-08-05 1998-06-16 Méthode pour l'ancrage d'un panneau de bois lamellé dans le sol, et structure ainsi formée Expired - Lifetime EP0896096B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19733880 1997-08-05
DE19733880A DE19733880A1 (de) 1997-08-05 1997-08-05 Verfahren zur Errichtung einer Wand einer Baukonstruktion Stichwort: Verankerung einer Schichtholzplatte im Boden

Publications (3)

Publication Number Publication Date
EP0896096A2 true EP0896096A2 (fr) 1999-02-10
EP0896096A3 EP0896096A3 (fr) 2002-06-12
EP0896096B1 EP0896096B1 (fr) 2005-03-02

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EP98111017A Expired - Lifetime EP0896096B1 (fr) 1997-08-05 1998-06-16 Méthode pour l'ancrage d'un panneau de bois lamellé dans le sol, et structure ainsi formée

Country Status (3)

Country Link
EP (1) EP0896096B1 (fr)
AT (1) ATE290128T1 (fr)
DE (2) DE19733880A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1081287A1 (fr) * 1999-09-03 2001-03-07 Peter B. Jensen Dispositif d'atténuation de bruit

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011087397A1 (fr) * 2010-01-15 2011-07-21 Shatalov Vladimir Mikhailovich Panneau

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4242824A1 (de) 1992-12-17 1994-06-23 Moser Karl Dipl Ing Fh Wandfeld, insbesondere für eine Lärmschutzwand
DE4416201A1 (de) 1994-05-06 1995-11-09 Karl Moser Schalldämmendes Wandfeld

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE553854C (de) * 1930-10-18 1932-07-01 Schmidt Karl Kernbrett fuer Sperrplatten, dessen Faserzusammenhang teilweise zerstoert ist
CH376139A (it) * 1960-01-07 1964-03-31 Samac Societa Per Azioni Dispositivo delineatore e segnalimite stradale
US4175639A (en) * 1976-11-16 1979-11-27 Lockheed Corporation Noise barrier
DE2743980C3 (de) * 1977-09-30 1981-06-25 Grage, Joachim, Dipl.-Ing., 6900 Heidelberg Schallschutzwand aus lotrecht nebeneinander angeordneten und miteinander verbundenen Einzelelementen aus Kunststoff
US4402384A (en) * 1981-11-04 1983-09-06 Hoover Universal, Inc. Sound barrier system
DE3244618C1 (de) * 1982-12-02 1984-06-07 Dyckerhoff & Widmann AG, 8000 München Schallschutzwand, insbesondere für Verkehrswege
DE8337416U1 (de) * 1983-12-28 1984-03-29 Werth-Holz GmbH & Co KG, 5950 Finnentrop Schallschutzwand
CA1210340A (fr) * 1984-02-07 1986-08-26 Ernst U. Boehlau Panneau insonorisant
CH678872A5 (fr) * 1989-03-15 1991-11-15 Hermann Claus
DE4126657C1 (en) * 1991-08-13 1992-08-27 Karl-Heinz 8050 Freising De Freitag Vegetative sound barrier with longitudinal walls - has each wall of longitudinal elements with vertical, tightly packed willow braches
DE9207654U1 (fr) * 1992-03-12 1992-10-01 Holzbau Amann Gmbh, 7891 Weilheim, De
DE9408382U1 (de) * 1994-05-20 1994-08-04 Egle Wilhelm Holzbauelement mit Holzlagen
DE29622260U1 (de) * 1996-12-21 1997-02-06 Lignotrend Holzblocktafel Syst Holzbautafel für Decken, Wände und Dächer

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4242824A1 (de) 1992-12-17 1994-06-23 Moser Karl Dipl Ing Fh Wandfeld, insbesondere für eine Lärmschutzwand
DE4416201A1 (de) 1994-05-06 1995-11-09 Karl Moser Schalldämmendes Wandfeld

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1081287A1 (fr) * 1999-09-03 2001-03-07 Peter B. Jensen Dispositif d'atténuation de bruit

Also Published As

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EP0896096A3 (fr) 2002-06-12
DE19733880A1 (de) 1999-02-11
ATE290128T1 (de) 2005-03-15
EP0896096B1 (fr) 2005-03-02
DE59812607D1 (de) 2005-04-07

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