BE479620A - - Google Patents

Info

Publication number
BE479620A
BE479620A BE479620DA BE479620A BE 479620 A BE479620 A BE 479620A BE 479620D A BE479620D A BE 479620DA BE 479620 A BE479620 A BE 479620A
Authority
BE
Belgium
Prior art keywords
emi
wood
needles
present
forces
Prior art date
Application number
Other languages
French (fr)
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.)
Publication of BE479620A publication Critical patent/BE479620A/fr

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
    • B27F—DOVETAILED WORK; TENONS; SLOTTING MACHINES FOR WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES
    • B27F7/00—Nailing or stapling; Nailed or stapled work
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2644—Brackets, gussets or joining plates
    • E04B2001/2648—Brackets, gussets or joining plates located in slots of the elongated wooden members
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2652—Details of nailing, screwing, or bolting
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2672—Connections specially adapted therefor for members formed from a number of parallel sections
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2692—End to end connections of elongated members along their common longitudinal axis

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Forests & Forestry (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

       

   <EMI ID=1.1> 

  
 <EMI ID=2.1>  <EMI ID=3.1> 

  
, cédé est praticable peur la charpente et la menuiserie.

  
 <EMI ID=4.1> 

  
 <EMI ID=5.1> 

  
 <EMI ID=6.1> 

  
 <EMI ID=7.1> 

  
entailles ni perforations préalables en l'eccurence les assemblait! par la colle, clous et par aiguilles.

  
 <EMI ID=8.1>   <EMI ID=9.1> 

  
nécessaires à la transmission des efforts. 

  
 <EMI ID=10.1> 

  
précités, il lui reste toujours celui de ne donner de bons réaul-

  
 <EMI ID=11.1> 

  
 <EMI ID=12.1> 

  
 <EMI ID=13.1> 

  
Ces inconvénients sont évités par la présente invention,

  
 <EMI ID=14.1> 

  
le bois et les tales et en assurent la. liaison. La distance maxima.

  
 <EMI ID=15.1> 

  
 <EMI ID=16.1> 

  
se trouve augmentée par une aorte de frettage. En effet, le bois ne

  
 <EMI ID=17.1> 

  
 <EMI ID=18.1> 

  
 <EMI ID=19.1> 

  
 <EMI ID=20.1> 

  
aiguilles par l'effet des bavures du percement. 

  
Il existe des dispositifs permettant d'enfoncer ces aiguil-

  
 <EMI ID=21.1> 

  
 <EMI ID=22.1>  bois devant les aiguilles sans produire aucune fissure. Les essais ont démontré que cet écrasement se fait à un taux qui dépasse de

  
 <EMI ID=23.1> 

  
et que le glissement est encore insignifiant quand les aiguilles font travailler le bois au taux t'écrasement normale L'affaiblissement du bois par les entailles reste ordinairement en dessous de <EMI ID=24.1>  .. , ' . La présente invention est susceptible de créer des possibilités nouvelles pour. la charpente et pour la menuiserie. <EMI ID=25.1>  besoin d'éclisses et qu'ils sont tout aussi pratiques peur les grosses sections carrées que pour les sections composées d'éléments plats. 

  
Les figures 2 et 5 montrent que les assemblages des bois qui transmettent des forces dans la direction du fil sur'des bois qui les reçoivent de flanc, ne sont plus limités par la faible résis-

  
 <EMI ID=26.1> 

  
monte de renforcement encombrants. La figure 2 représente le noeud d'un,cadre du système de la figure 4. La figure 5 représente le poini de rencontre d'une poutre et d'un poteau. 

  
 <EMI ID=27.1> 

  
sien de forces d'un élément.de bois à un élément de métal. L'as-

  
 <EMI ID=28.1> 

  
 <EMI ID=29.1>  à attacher une barre en bois dans un noeud de.. charpente dite char-

  
 <EMI ID=30.1> 

  
 <EMI ID=31.1> 

  
 <EMI ID=32.1> 

  
noeud d'un cadre. La figure 7 représente la fixe-tien d'un tirant <EMI ID=33.1>  

  
Dans la menuiserie la présente invention pourra remplacer 

  
 <EMI ID=34.1> 

  
rigidité sans comporter- les inconvénients du collage, ni celui de Important des sections à assembler.

  
Les figures 8 et 9 représentent des schémas d'assemblages 

  
 <EMI ID=35.1> 

  
tant à l'application du nouvel assemblage.

  
 <EMI ID=36.1> 

  
 <EMI ID=37.1> 



   <EMI ID = 1.1>

  
 <EMI ID = 2.1> <EMI ID = 3.1>

  
, yielded is practicable for the framework and the joinery.

  
 <EMI ID = 4.1>

  
 <EMI ID = 5.1>

  
 <EMI ID = 6.1>

  
 <EMI ID = 7.1>

  
notches or perforations prior to the accident assembled them! by glue, nails and needles.

  
 <EMI ID = 8.1> <EMI ID = 9.1>

  
necessary for the transmission of forces.

  
 <EMI ID = 10.1>

  
aforementioned, he still has the option of not giving good

  
 <EMI ID = 11.1>

  
 <EMI ID = 12.1>

  
 <EMI ID = 13.1>

  
These drawbacks are avoided by the present invention,

  
 <EMI ID = 14.1>

  
wood and tales and ensure the. binding. The maximum distance.

  
 <EMI ID = 15.1>

  
 <EMI ID = 16.1>

  
is increased by a hooping aorta. Indeed, wood does not

  
 <EMI ID = 17.1>

  
 <EMI ID = 18.1>

  
 <EMI ID = 19.1>

  
 <EMI ID = 20.1>

  
needles by the effect of the burrs of the piercing.

  
There are devices for driving these needles

  
 <EMI ID = 21.1>

  
 <EMI ID = 22.1> wood in front of the needles without producing any cracks. Tests have shown that this crushing occurs at a rate that exceeds

  
 <EMI ID = 23.1>

  
and that the slippage is still insignificant when the needles work the wood at the normal crushing rate. The weakening of wood by notches usually remains below <EMI ID = 24.1> .., '. The present invention is likely to create new possibilities for. the framework and for the joinery. <EMI ID = 25.1> need ribs and they are just as practical for large square sections as for sections made up of flat elements.

  
Figures 2 and 5 show that the assemblies of woods which transmit forces in the direction of the grain on woods which receive them from the sidewall, are no longer limited by the low resistance.

  
 <EMI ID = 26.1>

  
cumbersome reinforcement mounts. Figure 2 shows the node of a frame of the system of figure 4. Figure 5 shows the meeting point of a beam and a column.

  
 <EMI ID = 27.1>

  
its forces from an element. of wood to an element of metal. The ace-

  
 <EMI ID = 28.1>

  
 <EMI ID = 29.1> to tie a wooden bar in a knot of .. frame known as char-

  
 <EMI ID = 30.1>

  
 <EMI ID = 31.1>

  
 <EMI ID = 32.1>

  
node of a frame. Figure 7 shows the fixture of a tie rod <EMI ID = 33.1>

  
In carpentry, the present invention can replace

  
 <EMI ID = 34.1>

  
rigidity without having the drawbacks of gluing, nor that of Important sections to be assembled.

  
Figures 8 and 9 represent assembly diagrams

  
 <EMI ID = 35.1>

  
both to the application of the new assembly.

  
 <EMI ID = 36.1>

  
 <EMI ID = 37.1>

Claims (1)

Résume Summary La présente invention a pour objet un précédé d'assemblage <EMI ID=38.1> The present invention relates to an assembly precedent <EMI ID = 38.1> laires entre elles ou avec des éléments métalliques. Il est censtitué par un intercalage d'éléments en bois et d'éléments métalliques between them or with metallic elements. It is formed by an intercalation of wooden elements and metallic elements <EMI ID=39.1> <EMI ID = 39.1> sans perforation préalable. without prior perforation. Cette description comporte quatre pages ce qui est certi- This description comprises four pages which is certain <EMI ID=40.1> <EMI ID = 40.1>
BE479620D 1947-09-16 BE479620A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR953186T 1947-09-16

Publications (1)

Publication Number Publication Date
BE479620A true BE479620A (en)

Family

ID=9486966

Family Applications (1)

Application Number Title Priority Date Filing Date
BE479620D BE479620A (en) 1947-09-16

Country Status (2)

Country Link
BE (1) BE479620A (en)
FR (1) FR953186A (en)

Also Published As

Publication number Publication date
FR953186A (en) 1949-12-01

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