FR2588301A1 - Method for assembling vertically superimposed posts with connection by means of lateral beams at the four sides of houses with timber frames as well as a constructional system for walls, carpentry with built-in insulation - Google Patents

Abstract

The present invention relates to a method for assembling vertically superimposed posts with connection by means of lateral beams on the 4 sides for a house with a timber frame without making use of iron bearing plates and bolts, thereby preventing the formation of thermal bridges and the shearing of the beams. It includes : a post FCG comprising at the upper end : a forked mortice and tenon joint equal to 2/3 of the thickness of the post and the height of which is half the beam PD, a levelling, a projecting shoulder, a false tenon is fixed to the side FD delimited at the levelling between the external cheek and the shoulder, a beam PG resting on the post FCG by a tenon of 1/3 corresponding to the forked mortice and tenon joint with a bearing area of 1/3 which is levelled on the FD side and a groove which is housed in the shoulder of the post, a beam PD comprising a forked mortice and tenon joint and a levelling of height equal to half the beam PG and a groove, such that the latter rests on the post FCG and on the beam PG, the false tenon preventing lateral sliding, an upper post PS provided with a tenon corresponding to the forked mortice and tenon joint on PD with a shoulder. The invention aims to reduce the construction time for houses with timber frames.

Description

CR IPT ION
The present invention relates to an assembly of vertically superimposed posts with connection by lateral beams on 4 sides of a wooden frame house, as well as a constructive wall system, framing with incorporated insulation.

 The problem which was posed, was the holding of the superimposed corner posts, in a structure of WOODEN HOUSE on several levels, the rigidity of the whole, the speed of execution on the site, the various assemblies being worked out in workshop; to allow the water out, before the walls are put in place.

The system according to the invention makes it possible to produce houses in the desired solution, without the use of shoeshoes and bolts, which gives the whole a homogeneity in the materials, avoiding thermal bridges and cisaullement des
beams.

Claims (7)

 1) The posts, page 1/3, FCG (left side face), F C D  facing right side, being the exterior facing, anchored to the ground  according to conventional methods, comprises in upper boub  a fork equal to 2/3 of the available thickness of the  post, after derasement thereof having a shoulder in  projection of 15 x 15 mm, (F.C.D and F C G page 2/3) r The height  of the fork is half of the beam P G and P.D page 2/3.  outer cheek and shoulder 15.  high and 30mm thick, delimited at the bottom between  P. page 2/3), with tips and glue, 45 mm long, 25mm  On side F.D page 2/3 is fixed a false stud (T) (see above  the shoulder identical to F.B page 2/3. The side F G, includes only the recess of the base with  side F D, and having groove lodged in the post shoulder, (page 2/3 P G and P G above).  length equal to 2/3 of the post, with a rest of 1/3 flared The beam P G, page 2/3, comes to rest on F C G, has a lug of 1/3 corresponding to the fork in the post The tenon preventing lateral movement and the groove coming into the shoulder, preventing longitudinal movement.  beam P.G page 2/3. The height of the post and the rest is equal to half the The PD beam has a fork of 30mn, over the total width of the post (figure PD above 2/3), iza centered on the middle of it, as well as a leveling equal in length aug 2/3 of the post and in height equal to half the PG beam, previously resting on a post. A groove of 15/15, corresponding wat to the shoulder on face F.D of the post. P G, the groove embedded in the shoulder, prevents the longitudinal displacement thereof, and the false post (T ur post, corresponding to ltenfourchemeny created in the axis of the beam P D preventing lateral sliding. The beam P D, coming to rest on the post F.C P and on the beam  center distance, for pulling peg.  from the upper edge, 48 mm from the edge F C G, and 66mm  Two holes 8 I6 mm, may be drilled, at 30 mm  beams, depending on the number of levels.  we can do the previous operation on all the posts and  28 mm from the upper level, view P s 3/3, the whole fitting together  will eventually be drilled for pull pegs 16, at  left, and 66mm between axis, according to view P S page 3/3, 2 holes  by 48 mm high, (P S cut page 3/3), 48 mm from the edge  on P D page 2/3, only left side 90 mm wide  the axis of the post, length 120mm corresponding to the fork  full width along F C D, tenon thickness 30mm in  The upper post P S, page 3/3, includes a stud on  2) Intermediate beam P.I 2 page 3/3, interlocking - by swallow tail 40mm deep on P.D beam, and resting on intermediate pole. Intermediate beam PI 1, interlocking by swallow tail on PG on the one hand, and on PI 2 (page 3/3) on the other hand, resting on intermediate pole, in order to ensure the stiffening of the whole page 3/3.  3) Floor made up of 80 mm thick panels from "tarin et Fils, 250 Kg per m2 on a maximum span of 1.90 m, or classic rain-fed, with" Planox "type water-repellent panel from" Rougier ", or CTB E thick agglo. 22mm.  4) Sandwich wall (F.I page 3/3), made up of 80 mm thick chipboard panels (l), resistance 17,750 Kg per cm2, M.1 K 0.80, from Garin et Fils in Thonon les Bains. Decompression chamber (2) 20mm. Outer wall (3) constituted by pure expanded cork of 80mm thickness K 0.037 (Spanish import), assembled by false tab on post and stiffener (4) nailed on chipboard wall, laminated with corresponding groove, forming a clearly united exterior, and 20 mm decompression chamber (2).  Cork panel leveled on post and beam.  5) External protection by plastic product sprayed at  synthetic latex base, associated with rutile titanium oxide,  and very hard minerals, containing neither sand nor silica,  neither cement and lime, corresponding to the ARNOR 3070I- PV standard  C.E.B.T.P, and classification AFWOR 30003 family H. class 2 B.  6) Carpentry F 2 page 3/3, composed of a ridge (10),  pole mounted with tenon, dito purlin, solid wood  or glued laminate according to the span and useful volume in the attic,  on which come to rest bastaings, (6 and 11)  spaced 0.673 m day, 80 x 10 or 15 depending on range,  with a groove of 15 x 15, or 15 x 9mm over the entire  length, and both sides, stopped at the right of the interior walls  and crosswise (7), made according to alignment determined by groove on purlin (6) .This groove is positioned 160 mm from the upper edge so as to receive, on the panel (8), thickness 15 or 9 min) which will be slipped inside the purlin (ll) then (6) rock wool (9), 0.150 min thick, leaving  a roof ventilation chamber t, between tile and  attic ceiling insulation.  7) This invention of "Manufacturer quantity WOODEN HOUSE "allows to reduce the time, of the month scale  during the week, for example a traditional house out of water for 5 months,  with this product 5 weeks Gain money in fixed assets  banking, and delays reduced to the maxtmun for the customer  On the other hand, buildings of several floors and continuously  can be realized, one can consider between the structure  other Sandwich, or traditional hard wall processes,  (brick, chipboard, ect ....). This structure, put into computer data, can be delivered in 4Kit.