EP2309071A1 - Modulierbarer Blindboden - Google Patents

Modulierbarer Blindboden Download PDF

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Publication number
EP2309071A1
EP2309071A1 EP10169190A EP10169190A EP2309071A1 EP 2309071 A1 EP2309071 A1 EP 2309071A1 EP 10169190 A EP10169190 A EP 10169190A EP 10169190 A EP10169190 A EP 10169190A EP 2309071 A1 EP2309071 A1 EP 2309071A1
Authority
EP
European Patent Office
Prior art keywords
interjoists
longitudinal
reliefs
female
profile
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.)
Granted
Application number
EP10169190A
Other languages
English (en)
French (fr)
Other versions
EP2309071B1 (de
Inventor
Jean-Philippe Valette
Laurent Abric
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.)
KP1 SAS
Original Assignee
KP1 SAS
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 KP1 SAS filed Critical KP1 SAS
Priority to PL10169190T priority Critical patent/PL2309071T3/pl
Publication of EP2309071A1 publication Critical patent/EP2309071A1/de
Application granted granted Critical
Publication of EP2309071B1 publication Critical patent/EP2309071B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/266—Filling members covering the undersurface of the beams

Definitions

  • the present invention relates to the field of construction and more particularly the means for making floors in a building or a house.
  • a well-known technique of making floors consists of placing between two walls facing prefabricated beams, to fill the space between the beams by interjoists or slabs, to place a frame above interjoists, frame that comes to cooperate with a Chaining reinforcement that runs on the arase of the walls on which the beams rest and to cast a compression slab on the interjoists which drowns the reinforcement of floor and chaining in the same matrix of concrete.
  • thermal bridges that is to say that of the path of conduction of heat or cold by the continuity of a calorie-conducting material from the outside of the building to the interior. This is particularly the case of floors made as recalled above.
  • thermal bridge breakers as for example described in the document FR 2,830,553 .
  • These thermal breakers are often associated with insulating interjoists such as those covered by the document FR 2 829 780 .
  • These interjoists have the particularity of having a lower tongue that masks the underside of the heels of the beams to form an insulating barrier between the underside of the floor and the outside atmosphere that is a crawl space.
  • These tongues and therefore the interjoists have a tendency to become more and more thick for obtaining a more and more efficient insulation.
  • interjoists of this type are cut, at the tabs, precisely to ensure continuity in the insulating layer under floor.
  • the spacing between two beams is standard of the order of 60 centimeters. However, not many buildings are divisible by this module. There is almost always a last span between a longitudinal wall and the last beam that is less than 60 centimeters wide.
  • laying beams for the realization of a floor of this type begins with a beam along a longitudinal wall with the establishment of longitudinal thermal bridge breakers between the two and the establishment of joists following, in step or module of 60 centimeters with removal of standard interjoists and transverse thermal breakers and, finally, between the last beam and the second longitudinal wall, the installation of special interjoists re-cut in standard interjoists to be adjusted to the residual width "demodulated" of the last span.
  • This scrap is left to the initiative of the installer who realizes it with the means of construction that is to say in a very approximate way.
  • the invention relates to a modular intervous characterized in that it consists of at least two parts, each of which has an outer longitudinal edge with a transverse profile in correspondence of shape with the profile of the floor elements waiting on either side of the modular interjoists and an inner longitudinal edge provided with removable male and female interlockings, the portion provided with female reliefs being of transverse dimension adjustable by longitudinal cut, the female reliefs being always present despite cutting.
  • the interjoists of the invention retain its two transverse end profiles as they result from factory manufacture, with their ability to cooperate precisely with the corresponding profiles of adjacent interjoists during the production of the floor.
  • the assembly reliefs intended to penetrate into each other so as to maintain a sufficient resistance interjoists on the one hand, safely support the weight of a worker and, secondly, to support the weight of concrete that forms the compression slab.
  • the female reliefs are recesses whose length is large enough so that they do not disappear with the fall when cutting the part of interstices who wears them.
  • the two longitudinal edges of the interjoists of the invention have a profile symmetrical to each other with respect to a longitudinal vertical plane. This intervous is therefore a key between two beveled symmetrical ends of insulating tongues of a interjoists and a longitudinal breaker.
  • the interjoists has on each of its longitudinal edges means for assembly by interlocking a reported insulation tab.
  • This means may for example be a female dovetail that can receive a male dovetail carried by the tongue to report.
  • the thickness can also be adjusted according to the different thicknesses of tongue that are encountered on the market.
  • the Figure 1A illustrates a first interjoists 10 which is supported on the wall 1 and on a beam 3, with a tongue 11 slid under the heel of the beam 3.
  • the transverse dimension of the interlocks LS is standard, corresponding to the usual spacing of by example 60 centimeters separating two consecutive beams or a first longitudinal wall and a first beam.
  • FIG. 1B At the other end of the floor, Figure 1B , there is a beam 4 whose heel supports a standard interjoists 12 with a tongue 13 under the beam 4 and an interjoists 14 which bears on the wall 2 by a cutout 15 made on site. Indeed the distance LV between the beam 4 of the wall 2 is not equal to the distance LS. Even if it had been of this value, it would have been necessary to resize the interjoists to make blow the tongue.
  • the floor P has longitudinal thermal bridge switches 16 and 17. These breakers also comprise isolation tabs 18 and 19 under the beams 5 and 9.
  • the interjoists 20, 21 and 22 are standard interjoists which are not suitable for the span between the two beams 8 and 9 whose LV gap is not standard.
  • the figure 3 illustrates a first embodiment of this interjoists 30.
  • This consists of at least two parts 31 and 32, each of which has an outer longitudinal edge 31a and 32a with a transverse profile in correspondence of shape with the profile of the floor elements waiting on both sides of the modular interjoists (see for example the figure 2 ).
  • the transverse profile of the edge 31a is symmetrical, with respect to a longitudinal vertical plane of the interjoists, of the transverse profile of the edge 32a.
  • the interjoists also comprises an inner longitudinal edge 31b and 32b provided with male 33 (tenons) and female 34 removable interlocking protrusions, the portion 32 provided with female reliefs 34 being of transverse dimension adjustable by longitudinal cut, the female reliefs (recesses ) being deep enough so that they remain despite the cutting and they can still receive all the pins 33.
  • This cut is marked by the dotted line 35.
  • the section of the reliefs 33 or recesses 34 is of any kind (circular , rectangular, polygonal, ...) adapted so that the interlock is resistant to a bending force resulting from a load applied to the upper part of the interjoists.
  • the thickness e of the lower part of the interjoists is also adjustable by horizontal cutting of the lower part of the interjoists.
  • the installer proceeds to measure the LV dimension as defined in Figures 1B and 2 . He deduces the value of the cut that he must make on the part 32 of the interjoists.
  • the interjoists final then realized after the cutting allows on the one hand to ensure a good support of intervous by the heels of the beams and, on the other hand, to perfectly fill the vacuum devoid of insulating material in continuity with the tabs and an interjoists (22 on the figure 2 ) and a longitudinal switch (17 of the figure 2 ).
  • the switch 17 does not have a tab, as it exists, it may be advantageous to provide on the switch according to the invention a means 36, 37 waiting for attachment of a tongue attached. such as that 38 in the dovetail opening 37 of the figure 4 .
  • the tongue 38 will have a male dovetail 39 to cooperate with one or the other of the dovetail 36,37 represented on the part 32.
  • FIG 4 also illustrates the lower part 40 of the interjoists which has been cut to adjust the insulating layer ceiling crawl space for example.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Floor Finish (AREA)
EP10169190A 2009-07-31 2010-07-09 Modulierbarer Blindboden Active EP2309071B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10169190T PL2309071T3 (pl) 2009-07-31 2010-07-09 Modułowy element wypełniający

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0903773A FR2948706B1 (fr) 2009-07-31 2009-07-31 Entrevous modulable

Publications (2)

Publication Number Publication Date
EP2309071A1 true EP2309071A1 (de) 2011-04-13
EP2309071B1 EP2309071B1 (de) 2012-11-21

Family

ID=41664921

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10169190A Active EP2309071B1 (de) 2009-07-31 2010-07-09 Modulierbarer Blindboden

Country Status (5)

Country Link
EP (1) EP2309071B1 (de)
ES (1) ES2397991T3 (de)
FR (1) FR2948706B1 (de)
PL (1) PL2309071T3 (de)
PT (1) PT2309071E (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2492090A (en) * 2011-06-21 2012-12-26 Rackham House Floors Ltd Flooring panel system
EP2765253A1 (de) 2013-02-12 2014-08-13 Siniat International SAS Dämmsystem mit Halterungselement

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2981436B1 (fr) * 2011-10-13 2015-01-02 Kp1 Systeme d'integration d'un recuperateur d'energie thermique d'une douche

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE496394A (de) *
DE806044C (de) * 1949-03-12 1951-06-11 Beton U Tiefbau Mast A G Mit Fuellkoerpern aus gebranntem Ton ausgefuellte Betonrippendecke
EP0014294A1 (de) * 1979-01-05 1980-08-20 RHINOLITH Société anonyme Vorgefertigtes Bauelement für Isolationszwecke
FR2829780A1 (fr) 2001-09-18 2003-03-21 B D I Sas Entrevous isolant a hautes performances pour la construction de planchers
FR2830553A1 (fr) 2001-10-09 2003-04-11 B D I Sas Dispositif d'interruption thermique pour plancher en beton, et plancher equipe d'un tel dispositif
EP1512803A1 (de) * 2003-07-31 2005-03-09 Fimurex Einsteckbarer Formfüllkörper

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE496394A (de) *
DE806044C (de) * 1949-03-12 1951-06-11 Beton U Tiefbau Mast A G Mit Fuellkoerpern aus gebranntem Ton ausgefuellte Betonrippendecke
EP0014294A1 (de) * 1979-01-05 1980-08-20 RHINOLITH Société anonyme Vorgefertigtes Bauelement für Isolationszwecke
FR2829780A1 (fr) 2001-09-18 2003-03-21 B D I Sas Entrevous isolant a hautes performances pour la construction de planchers
FR2830553A1 (fr) 2001-10-09 2003-04-11 B D I Sas Dispositif d'interruption thermique pour plancher en beton, et plancher equipe d'un tel dispositif
EP1512803A1 (de) * 2003-07-31 2005-03-09 Fimurex Einsteckbarer Formfüllkörper

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2492090A (en) * 2011-06-21 2012-12-26 Rackham House Floors Ltd Flooring panel system
GB2492090B (en) * 2011-06-21 2014-07-02 Rackham House Floors Ltd Flooring panel system
EP2765253A1 (de) 2013-02-12 2014-08-13 Siniat International SAS Dämmsystem mit Halterungselement

Also Published As

Publication number Publication date
PL2309071T3 (pl) 2013-04-30
PT2309071E (pt) 2013-01-29
ES2397991T3 (es) 2013-03-12
FR2948706B1 (fr) 2016-12-09
EP2309071B1 (de) 2012-11-21
FR2948706A1 (fr) 2011-02-04

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