AT402649B - Exterior building wall made essentially of wood - Google Patents
Exterior building wall made essentially of wood Download PDFInfo
- Publication number
- AT402649B AT402649B AT0018590A AT18590A AT402649B AT 402649 B AT402649 B AT 402649B AT 0018590 A AT0018590 A AT 0018590A AT 18590 A AT18590 A AT 18590A AT 402649 B AT402649 B AT 402649B
- Authority
- AT
- Austria
- Prior art keywords
- wood
- wall
- round timber
- semicircular
- timbers
- Prior art date
Links
- 239000002023 wood Substances 0.000 title claims description 10
- 239000002916 wood waste Substances 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009413 insulation Methods 0.000 abstract description 2
- 238000007789 sealing Methods 0.000 abstract 1
- 240000007829 Haematoxylum campechianum Species 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000007688 edging Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000002699 waste material Substances 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
- E04B2/702—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
Abstract
Round timber is divided in a core-free manner by longitudinal cuts into two half-round timber elements 2, and the half-round timber elements 2 are then economically square-edged on two sides. The half-round timber elements 2 are positioned vertically against one another with the core side towards the outside and are nailed on the inside to horizontal connecting strips 5. This produces the exterior timber wall which bears the entire construction load and can be produced as a prefabricated panel. The wall is sealed in relation to rainwater and wind by elastic sealing strips 8 and joint strips 4 which are nailed on at the vertical joints. In order to increase the heat insulation, lightweight concrete slabs 11 may be fastened on the inside of the wall, the cavities which form between the lightweight concrete slabs 11 and the half-round timber elements 2 being filled with comminuted bound wood waste 12. <IMAGE>
Description
<Desc/Clms Page number 1>
Die bekannten, die Baulast tragenden horizontalen Blockholzprofile für Holzaussenwände, mit zumeist 10 cm Voltholzdicke, erfordern zu ihrer Herstellung sehr dicke Rundhölzer und dabei fallen durch die viermaligen Bearbeitungsgänge beträchtliche Holzabfallmengen an.
EMI1.1
liegtBel Blockwanddicken unter 14 cm sind zur Wärmedämmung ausserdem hochwertige Isolierplatten nötig, zumeist auf Kunststoffbasis.
In der entgegengehaltenen Österreichischen Patentschnft Nr. 380713 sind die dann angeführten Holzbautei-
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net und baulasttragend. Eine Funktionsähnlichkeit zum Österreichschen Patent Nr. 380713 liegt nicht vor.
Der neue vertikale Holzblocktafelbau für Gebäudeaussenwände im wesentlichen aus Holz, besteht aus schwächeren Rundholz Durchforstungsholz, aus üblichen Holzbearbeitungsmaschinen erzeugt, wobei die bei nur dreimalige Bearbeitungsgängen (gegenüber vier bis fünf Bearbeitungsgängen wie bisher) anfallenden Holzabfälle jeder Art, alle als vollwertiger Isolierbaustoff in die Gebäudewand aus Holz eingefüllt wird.
An einem Ausführungsbeispiel wird dargestellt : Nach Flg. 1 und Fig. 2 wird das Rohrundholz mit 20 cm beziehungsweise 18 cm Zopfstärke auf einer Gattersäge mit vier Sägeblättern in zwei gleiche Halbrundhölzer (2) 7. 5 cm Dicke beziehungsweise 6. 5 cm Dicke und dem Kernholzbrett (3) 1. 2 cm dick, In einem Arbeitsgang zersägt und anschliessend luftgetrocknet.
Die übertrockneten Haldrundhölzer (2) werden mittels einer Doppelbesäumkrelssäge zweiseitig auf 18. 5 cm beziehungsweise 16. 5 cm beschnitten, dann auf der Kernholzseite behobelt.
Auf jedem Halbrundholz (2) wird einseitig eine drei cm breite Fugenleiste (4) angenagelt. Vier Stück Halbrundhölzer (2) werden dicht aneinander gelegt und an Ihrer abgeflachten Seite durch horizontale Verbindungsleisten (5) zu 65 cm breiten Holzbautafeln zusammenge - nagelt. In die 1. 2 cm breiten, vertikalen Fugen der Halbrundhölzer (2) werden die 1. 5 cm dicken, elastischen Kunststoffschnüre (8) eingedrückt.
Der Hohlraum zwischen den Halbrundhölzern (2) und der Lelchtbetonplatte (11) wird mit den isolierenden, auf Bohnengrösse zerkleinerten, getrockneten Holzabfällen (12) gefüllt
Die mit vier Halbrundhölzern (2) gefertigten Holzbautafeln tragen vertikalstehend die gesamte Gebäudelast mit dem sparsamsten Holzaufwand und geringstmöglichen Holzverschnitt, ohne dass dazu zusätzlich ein mittragendes Holzstehergerüst nötig ist.
Die Dicke der Halbrundhölzer (2) ergibt sich aus der statischen Berechnung der Gebäudelast nach der Knickbelastungsformel.
Der dauerwirksame Schutz gegen Abwitterung an der Holzaussenwand entsteht durch die ganzflächig engstehenden, harten, harzreichen Holzjahresnnge der kerngetrennten Halbrundhölzer (2) Durch die Holzkerntrennung sind Ausfalläste nicht möglich, und ebenso treten kaum Trocknungsnsse auf, weil bel den Halbrundhölzern (2) das Holzschwinden bei der Trocknung in Richtung der kreisförmigen Holzjahresnnge verläuft. Die Erhaltungskosten der rissfreien Holzaussenwand sind daher gering.
Die beim Zersägen des Rohrundholzes zu einbaufertigen Halbrundhölzern (2) entstehenden Holzabfälle
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Gebäudeaussenwand gefüllt.
Die Gesamtdicke der- neuen Halbrundholz-Aussenwand beträgt etwa 22 cm. Sie weist folgende Vorteile auf : Man benötigt nur Holz aus dem Inland, es gibt weniger Abfälle, und die geringere Anzahl von Bearbeitungsgängen sind energieeinsparend, ebenso ergibt sich der Vorteil der kurzen Bauzeit durch die Tafelbauweise.
**WARNUNG** Ende DESC Feld kannt Anfang CLMS uberlappen**.
<Desc / Clms Page number 1>
The well-known horizontal log wood profiles for wooden outer walls, which usually carry the load, require very thick logs for their production, and the four processing steps result in considerable amounts of wood waste.
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lieBel block wall thicknesses of less than 14 cm also require high-quality insulating panels for thermal insulation, mostly on a plastic basis.
In the Austrian Patent Schnft No. 380713, the wooden building
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net and carrying loads. There is no functional similarity to Austrian Patent No. 380713.
The new vertical wooden block construction for the outer walls of the building, essentially made of wood, consists of weaker roundwood thinning wood, produced from conventional woodworking machines, whereby the wood waste of all types resulting from only three processing steps (compared to four to five processing steps as before), all of them as fully-fledged insulating building materials from the building wall Wood is filled.
An exemplary embodiment shows: According to Flg. 1 and Fig. 2, the cane with 20 cm or 18 cm braid thickness on a frame saw with four saw blades in two equal half-round timbers (2) 7.5 cm thick or 6.5 cm thick and the heartwood board (3) 1.2 cm thick , Sawn in one step and then air-dried.
The over-dried logs (2) are trimmed on both sides to 18.5 cm and 16. 5 cm using a double edging saw, then planed on the heartwood side.
A three cm wide joint strip (4) is nailed onto one side of each half-round timber (2). Four pieces of semicircular wood (2) are placed close together and nailed together on their flattened side using horizontal connecting strips (5) to form 65 cm wide wooden building boards. The 1.5 cm thick, elastic plastic cords (8) are pressed into the 1.2 cm wide, vertical joints of the half-round timber (2).
The cavity between the semicircular timbers (2) and the light concrete slab (11) is filled with the insulating, dried wood waste (12) that has been shredded to bean size
The wooden building panels made with four semicircular timbers (2) support the entire building load vertically with the most economical wood expenditure and the least possible wood waste, without the need for a supporting timber frame.
The thickness of the semicircular timbers (2) results from the static calculation of the building load according to the buckling load formula.
The long-term protection against weathering on the wooden outer wall is created by the tight, hard, resin-rich wood annual length of the core-separated semicircular timbers (2) Drying runs in the direction of the circular wooden annual length. The maintenance costs of the crack-free wooden outer wall are therefore low.
The wood waste generated when sawing the cane into ready-to-install semicircular timbers (2)
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Exterior wall filled.
The total thickness of the new semicircular wood outer wall is approximately 22 cm. It has the following advantages: You only need wood from within the country, there is less waste, and the fewer number of processing steps saves energy, and there is also the advantage of the short construction time due to the panel construction.
** WARNING ** End of DESC field may overlap beginning of CLMS **.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT0018590A AT402649B (en) | 1990-01-29 | 1990-01-29 | Exterior building wall made essentially of wood |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT0018590A AT402649B (en) | 1990-01-29 | 1990-01-29 | Exterior building wall made essentially of wood |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| ATA18590A ATA18590A (en) | 1996-04-15 |
| AT402649B true AT402649B (en) | 1997-07-25 |
Family
ID=3483738
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AT0018590A AT402649B (en) | 1990-01-29 | 1990-01-29 | Exterior building wall made essentially of wood |
Country Status (1)
| Country | Link |
|---|---|
| AT (1) | AT402649B (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT380713B (en) * | 1984-09-17 | 1986-06-25 | Proll Johannes | WOODEN COMPONENT FOR BUILDING WALLS AND / OR ROOFS OF BUILDINGS |
-
1990
- 1990-01-29 AT AT0018590A patent/AT402649B/en not_active IP Right Cessation
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT380713B (en) * | 1984-09-17 | 1986-06-25 | Proll Johannes | WOODEN COMPONENT FOR BUILDING WALLS AND / OR ROOFS OF BUILDINGS |
Also Published As
| Publication number | Publication date |
|---|---|
| ATA18590A (en) | 1996-04-15 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A1J | Withdrawal paragraph 166 lit. 6 | ||
| A1WE | Concession of restitution | ||
| ELJ | Ceased due to non-payment of the annual fee | ||
| ELJ | Ceased due to non-payment of the annual fee |