EP3904616A1 - Pièce de construction - Google Patents

Pièce de construction Download PDF

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Publication number
EP3904616A1
EP3904616A1 EP21176731.4A EP21176731A EP3904616A1 EP 3904616 A1 EP3904616 A1 EP 3904616A1 EP 21176731 A EP21176731 A EP 21176731A EP 3904616 A1 EP3904616 A1 EP 3904616A1
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EP
European Patent Office
Prior art keywords
construction
walls
chaining
width
wall
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.)
Withdrawn
Application number
EP21176731.4A
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German (de)
English (en)
French (fr)
Inventor
Sébastien Collard
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP3904616A1 publication Critical patent/EP3904616A1/fr
Withdrawn legal-status Critical Current

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    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/24—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/072—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
    • E04F13/073—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns
    • E04F13/0733—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns for corners
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0875—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements having a basic insulating layer and at least one covering layer
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/142—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of ceramics or clays
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256—Special features of building elements
    • E04B2002/0263—Building elements for making angled walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
    • E04C1/41—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts composed of insulating material and load-bearing concrete, stone or stone-like material

Definitions

  • the invention relates to the field of construction.
  • the invention relates more particularly to building elements stacked vertically and intended to form an integral part of a wall so as to consolidate the latter.
  • Such a stack can also form an integral part of the wall section and be for example positioned along a window opening to support a lintel.
  • the invention aims in the first place to facilitate the stacking of construction elements for the erection of a solid structure while offering a satisfactory aesthetic appearance.
  • the invention also aims to facilitate the laying of a coating on the construction elements constituting the wall or sections.
  • the invention also aims to facilitate the control of the thickness of the plaster to be laid on the construction elements constituting the wall section (s).
  • the construction element of the invention is of the brick, breeze-block or stone block type having in section the general shape of a right quadrilateral and comprising two transverse side faces and two longitudinal side faces, which construction element forms a chaining element which comprises at least one through hole intended to receive a vertical chaining of the metal frame type, the four side faces of the chaining element each extending in a plane parallel to the axis of the through hole.
  • a chain formed for example by a metal frame, is then introduced into the housing, for example cylindrical or of square section resulting from the alignment of the orifices of the stacked elements, then concrete is poured into this cylindrical housing.
  • the invention further relates to a set of two adjacent walls comprising two sections of walls each formed by a stack of unitary construction pieces of the brick, block or cinder block type, extending respectively in two perpendicular planes and the corner of which is formed by a vertical stack composed of a plurality of construction elements as described above, the transverse orifices of the elements being aligned to form a recess, for example cylindrical or of square section over the entire height of the stack.
  • the construction of a wall 19, 20 requires at least two types of construction elements.
  • the first type 23, which represents the majority of the construction elements of the wall, are unitary construction parts 23 of the brick type with an alveolar structure, solid block of concrete or natural or composite stone, or even of the breeze block type.
  • These unit parts 23, generally in the form of a paving stone rectangular, are stacked according to known masonry techniques to form the side of the wall 21, 22, in particular the thin joint masonry technique using rectified unit parts 23.
  • these unit parts will be referred to as conventional bricks 23 for the sake of clarity of the description.
  • the dimensions of these classic bricks, known and widely used in the field of building and public works, are between two hundred and forty-eight and six hundred millimeters inclusive for their length, between one hundred and fifty and four hundred and twenty millimeters inclusive for their width. 1, and between one hundred and ninety and three hundred millimeters, preferably two hundred and forty-nine millimeters for their height.
  • the height for this conventional brick 23 is called the component extending vertically when said brick 23 is integrated into the wall section 21, 22.
  • the dimensions of the conventional bricks 23 are not limited to five hundred millimeters for their length, two hundred millimeters for their width l, and two hundred and forty-nine millimeters for their height.
  • the mechanical resistance to compression of such a conventional brick is of the order of 9 N / mm 2 , and the thermal resistance of the order of 1.7 m 2 .K / W.
  • the wall 19, 20 comprises a second type of construction elements 1a, 1b, 1c stacked at least over part of the height of the wall 19, 20, each vertical stack 17a, 17b, 17c, 18 of the wall 19, 20 having the function of consolidating it.
  • each stack 17a, 17b, 17c, 18 of elements 1a, 1b, 1c according to the second type is suitable for integrating a chaining in a recess made in said stack 17a - 17c, 18, this chaining generally consisting of one or more metal frames. The chaining will subsequently be taken in a binder poured into the recess, typically concrete.
  • linking elements 1a - 1c may be of the brick, concrete or natural or composite stone block type, or else of the concrete block type.
  • a vertical stack formed of chaining elements can form the corner of two adjacent walls, or even form at least one vertical border of a door or window opening formed in the section of wall considered in order to support the lintel overhanging the bay in question.
  • a bay is an opening made in the section of wall considered and in which a door or a window is intended to be housed there.
  • the chaining element 1a of the invention has in section the general shape of a right quadrilateral.
  • the linking element 1a preferably has the general shape of a straight paving stone, and more preferably the general shape of a rectangular paving stone. It in fact comprises first 2 and second 3a transverse side faces and first 4a and second 5a longitudinal side faces.
  • the chaining element 1a also comprises two faces, respectively lower (not shown) and upper 16a, which extend substantially perpendicular to the side faces 2 - 5.
  • the faces upper 16a and lower of one of the linking elements 1a are in contact respectively with the lower face of the element 1a above and with the upper face 16a of the element 1a below.
  • the height of the chaining element 1a is identical to the height of the conventional bricks 23, which allows a harmonious integration of the chaining elements in the wall in question 19, 20, from the point of view of mechanical stability and aesthetics .
  • the mechanical resistance to compression of the chaining element is also of the order of 9 N / mm 2 .
  • the length of the linking element 1a is substantially identical to the length of the conventional brick 23.
  • the faces 2, 3a, 4a, 5a, 16 of the linking elements 1a are rectified.
  • these faces have been ground with great precision, so that the angles of the vertices and edges of the chaining element are very close to a value of 90 °, ideally as close as the precision of the tools allows. face grinding mechanics.
  • the upper and lower faces are parallel, and the side faces 2, 3a, 4a, 5a are parallel two by two.
  • the conventional bricks 23 are also rectified.
  • the construction of the wall 19, 20, including the construction of the section of wall 21, 22 and the construction of the vertical stack 17a is a much simpler and faster operation, since the control of parallelism between two superimposed linking elements 1a, two conventional bricks 23 adjacent or superimposed, and / or a conventional brick 23 and an adjacent linking element 1a is simplified.
  • the use of rectified chaining elements 1a and of conventional rectified bricks 23 allows the implementation of the so-called thin joint masonry technique, such a joint having during its application a thickness of the order of one to three millimeters. The use of such a technique allows the automatic obtaining of plumb and thus avoids the subsequent operations of checking the correct plumb of the wall during construction.
  • rectified linking elements 1a Another advantage residing in the use of rectified linking elements 1a is the possibility of adapting such elements 1a to any conventional rectified bricks 23, whatever the dimensions of length and width of said conventional brick 23. rectified, provided that the respective heights of the rectified linking elements 1a and of the conventional rectified bricks 23 are identical.
  • the chaining element 1a comprises a through hole 6 between the lower face and the upper face 16a, the X axis of the through hole 6 being furthermore parallel to respective planes in which the side faces 2 - 5a extend. of item 1a.
  • this through orifice 6 is intended to receive the vertical chaining. Indeed, following the vertical stack 17a of a plurality of chaining elements 2a, all of the orifices passing through 6 of said elements 1a are all aligned to form a recess, for example cylindrical or of square section, extending all along the vertical stack 17a. The chaining is then integrated into this recess, then the cement or concrete type binder is poured into this recess comprising the chaining.
  • the width L of the linking element 1a is between two hundred and sixty and two hundred and four twenty-ten millimeters, and is preferably of the order of two hundred and eighty millimeters.
  • the width L of the linking element 1a is between two hundred and ten and two hundred and forty. five millimeters, preferably of the order of two hundred and thirty-five millimeters.
  • the through-hole 6 is for its part offset with respect to the two respectively longitudinal 7 and transverse median 8 axes of the chain element considered 1a.
  • a first longitudinal distance D 1L between the first transverse lateral face 2 and the X axis of the through-hole 6 is equal to a first transverse distance D 1T between the first longitudinal face 4a and the X axis of the through hole 6.
  • the through orifice of the chaining element is offset only with respect to the median transverse axis of said chaining element, the through orifice being in fact centered on the longitudinal axis.
  • the first longitudinal distance is equal to the first transverse distance, and is furthermore equal to a second transverse distance between the axis of the through-hole and the second longitudinal face of the chaining element.
  • the through orifice is centered both on the two respectively longitudinal and transverse median axes of said chaining element.
  • the second transverse distance D 2T separating the second longitudinal lateral face 5a from the axis X of the through-hole 6, is therefore less than the first transverse distance D 1T because of the offset of the through-hole 6 relative to the 'Longitudinal axis 7.
  • the through-hole 6 is offset with respect to the longitudinal axis 7 by a distance d, the value of which is between three and fifteen percent of the width L of the chaining element 1a.
  • each chaining element 1a of the stack 17a is offset with respect to the longitudinal axis 7 of the element considered by a distance d, the value of which is expressed according to the formula (LI) / 2, l being the width of conventional brick 23.
  • the longitudinal planes 24, 25 of the two wall sections 20, 21 intersect at the level of the X axis of the stack. the recess of the vertical stack 17a. In this way, the second longitudinal lateral face 5a of each linking element 1a is in the same plane as the surface of the wall section in question 21, 22.
  • the misalignment of the through-hole 6 with respect to the median transverse axis 8 makes it possible to produce a vertical stack 17a of chaining element 1a as a satchel when this stack forms the corner of the two walls 19, 20.
  • This stack as a satchel 17a, visible on the figure 1b and especially on the figure 1c is made so that the longitudinal axes 7 of the stacked elements 1a are oriented alternately in the plane 24, 25 of one and the other of the wall sections 21, 22.
  • the first face longitudinal side 4a of one of the elements 1a of the stack 17a extends in the same plane as the respective first transverse side faces 2 of the two adjacent linking elements 1a, which ensures the mechanical stability and the aesthetics of the vertical stacking 17a.
  • this protrusion is between ten and forty-five millimeters, and is even more preferably of the order of thirty millimeters.
  • the second longitudinal lateral face 5a of each element 1a is located in the plane of the surface of the wall section in question 21, 22.
  • the second longitudinal lateral face 5a of each chaining element 1a is intended to be at least partly oriented inside said building.
  • the shoulders 26a resulting from the offsets between the sections of the walls in question 21, 22 and the first respectively longitudinal 4a and transverse 2 faces of each chaining element 1a form a plurality of plaster stops 26a, facilitating the laying of the plaster on the conventional bricks 23 without spilling over onto the linking elements 1a which play an important aesthetic role, in particular when the stack 17a is made as a satchel.
  • These shoulders 26a thus avoid the use of additional tools serving to carry out a clean plaster application, such tools being for example removable or non-removable plaster corner strips, playing the role of stopper stops. coated.
  • these shoulders 26a all have the same depth.
  • the ridge 15a connecting the first longitudinal lateral face 4a and the second transverse lateral face 3a, as well as the ridge 14 connecting the first transverse lateral face 2 and the second longitudinal lateral face 5a are chamfered, preferably over a width of the order of fifteen millimeters.
  • the chamfered edges 14, 15a make it possible to control the thickness of the coating to be spread on the wall sections 21, 22.
  • the coating is affixed in thickness on the wall section considered 21 , 22 up to the edge of the chamfered edge considered 14, 15a of the chaining element considered 1a.
  • the width L of the chaining element 1a of the invention is equivalent to the sum of the width l of the conventional brick 23, the thickness of the coating and the depth of the chamfer 14, 15a.
  • the thickness of the coating is of the order of five to twenty millimeters, preferably fifteen millimeters, and the depth of the chamfer of the order of five to twenty millimeters.
  • the edge 13 connecting the first longitudinal 4a and transverse 2 side faces is also chamfered.
  • the vertical stack 18 can also be produced at the edge of the bay 29, 30.
  • all the elements 1a are stacked on top of each other while being all oriented in the same direction, c 'that is to say so that their respective longitudinal axes 7 are oriented in the plane of the corresponding wall section 21.
  • the chaining element 1a ' can have the general shape of a cubic block or any other suitable shape.
  • the other technical characteristics relating to the first variant 1a of the first embodiment are also included in this second variant 1a '.
  • a facing plate 27 having a thickness identical to the depth of the shoulders forming the plaster stops 26a.
  • the chaining element 1b comprises a first recess 9 formed in a wall of the element at the level of the first longitudinal lateral face 4b.
  • this disbursement 9 is made at least in part in a first portion 10b of the element which is opposite, with respect to the median transverse axis 8, to a second portion 11 of the element 1b comprising the through orifice. 6.
  • the second portion 11 of the chaining element 1b has a generally cubic shape.
  • the first portion 9 of the chaining element 1b has a width l equivalent to that of conventional bricks 23.
  • the lateral face 17 of this first portion 9 is in the same plane as the rest of the wall section considered 21, 22.
  • the shoulder 26b generated by this recess 9 then forms the plaster stop 26b, and has the same characteristics and advantages as the shoulder 26a described above.
  • the plaster 28 placed on the wall section in question 21, 22 therefore covers, in the context of this second embodiment of the element 1b, the lateral face 17 of the first recessed portion 9 of the chaining element 1b, as seen on the figure 2c .
  • This particular configuration thus makes it possible to obtain plaster stops 26b vertically aligned when the chaining elements 1b are stacked in saddlebags, which further facilitates the installation of the plaster 28.
  • this configuration of the vertical stack 17b has a different aesthetic compared to the vertical stack 17a.
  • the ridge 15b connecting the transverse lateral face 4b of the second portion 11, the shoulder 26b is chamfered to ensure, beyond its aesthetic role, optimal control of the thickness of coating 28 to be placed on the panel. of wall considered 21, 22.
  • the ridge 13 connecting the first transverse lateral face 2 to the first longitudinal lateral face 4b and the ridge 14 connecting the first transverse side face 2 to the second longitudinal side face 5b are also chamfered.
  • the chaining element 1c comprises the same characteristics as the chaining element of the second embodiment 1b, and further comprises a second disbursement 12 provided to a depth of the order of twenty to thirty. millimeters in a wall at the level of the second longitudinal lateral face 5c and in the same first portion 9c of the chaining element 1c.
  • the second portion 11 comprising the through orifice 6 of the chaining element 1c according to the third embodiment is preferably cubic.
  • the offset of the orifice 6 is identical to that of the orifices 6 of the respective chaining elements 1a, 1b of the first and second embodiments.
  • This third embodiment is of particular interest when the walls 19, 20 integrating the linking elements 1c are the walls of a construction of the closed building type.
  • the second disbursement 12 of each element of chaining 1c of a vertical stack 17c forming the corner of two walls 19, 20 ( figure 3b ) is intended for display inside the building.
  • the thermal resistance of the linking elements 1a - 1c of the invention is of the order of 0.55 M 2 .K / W, which is lower than the thermal resistance of conventional bricks 23.
  • a plate of rigid thermal insulation for example cork or polystyrene and whose height and width are identical to those of the second disbursement 12, is then introduced into each second disbursement 12 of the stack vertical considered 17c, to improve the comfort and thermal performance of the element 1c and of the building.
  • each insulating plate is identical to the depth of the second considered recess 12, so that the face of the insulating plate is in the same plane as the inner surface of the considered wall section 21, 22. This will subsequently facilitate the installation of the interior coating on the walls 19, 20, and will prevent the creation of any roughness on the surface of this interior coating.
  • the first variant of the chain element 1d of the second embodiment is identical to the description given above of the chain element 1b except in two points described below.
  • the chaining element 1d is cellular and for this purpose comprises through cells 31 located in the first portion 10b, and through cells 32 formed between the longitudinal side faces 4b and transverse 2, and the orifice 6.
  • These cells 31, 32 can be advantageously filled with insulating material making it possible to correct the thermal bridge induced by the concrete post cast in the cylindrical housing or of square section, also called vertical chaining, formed by the stack of through holes 6.
  • the cells 32 as shown on the figure 4 break down the chain element 1d into two parts: a main part 33 in the general shape of a straight block of width l for example of 200 millimeters and comprising the through-hole 6 and the associated cells 31, and a projecting part 34 defined by two perpendicular walls 34 ', 34 "having the same width L of between 210 and 245 millimeters, preferably 235 millimeters, and the outer faces of which form the longitudinal 4b and transverse 2 side faces of the element 1d.
  • the projecting part 34 has a height H1 less than the height H of about 250 millimeters of the main part 33, freeing up a greater height i.
  • the same lower height i is also released.
  • the lower and upper released heights i are each between 6 and 10 millimeters, preferably 8 millimeters, making it possible to achieve a joint of height between 12 and 20 millimeters, preferably 16 millimeters, between two adjacent stacked 1d elements l ' one on top of the other by facilitating the implementation of the vertical stacking of 1d elements.
  • the second variant of the chain element 1e of the second embodiment is identical to the first variant of the figure 4 , except in that the projecting part 34a is an independent part of the main part 33 which is attached by joining, for example by gluing, on two adjacent walls of the main part 33 on the side of the orifice 6.
  • the projecting part 34a is defined by two perpendicular walls 34a ', 34a ".
  • This variant is particularly advantageous because of the use, for the main part 33, of a standard unitary piece of brick or block type with a width l of approximately 200 millimeters in length. same type as conventional bricks 23 ( figure 1c ) composing the wall 19,20.
  • the longitudinal side faces 4ba and transverse 2 of the element 1e identified as the perpendicular walls 34a ', 34a "of the projecting part 34a have the same width L of between 210 and 245 millimeters for a width l of the main part d 'approximately 200 millimeters.
  • the height H1 of the projecting part 34a is less than the height H of the main part 33.
  • the third variant of the chain element 1f of the second embodiment is identical to the second variant of the figure 5 , except in that the longitudinal side face 4bb (or wall 34b ") of the added projecting part 34b has a width L1 greater than the width L of its transverse side face 2 (or wall 34b ') for reasons which will be explained in more detail.
  • the width L1 is about 420 millimeters.
  • the elements 1e, 1f of the second and third variant of the second embodiment comprise cells 31 in the main part 33 and cells 32 in the protruding part 34a, 34b, or more precisely between the wall making up the protruding part 34a, 34b and the external face of the main part 33 located opposite said wall.
  • these cells 32 can be advantageously filled with insulating material 32a of cork, polystyrene, mineral foam or any other insulating material known to those skilled in the art.
  • the figures 9 and 10 illustrate a partial set of two adjacent walls 19, 20 comprising two sections of walls each formed by a stack of unitary construction pieces 23,33 of the brick, block or honeycomb type extending respectively in two perpendicular planes and the corner of which is formed by a vertical stack 17 composed for the figure 9 a plurality of construction elements 1e of the second variant of the second embodiment, arranged perpendicularly one above the other and aligned to form a recess, for example cylindrical or of square section, over the entire height of the 'stacking, thus forming a chain of right angles, and for the figure 10 a plurality of construction elements 1f of the third variant of the second embodiment arranged perpendicularly one above the other and aligned to form a cylindrical recess or of square section, over the entire height of the stack, in thus forming a harped angle chain. It is also depicted on the figure 10 part of the plaster 28 affixed against one of the wall sections.
  • the chaining element of the invention can only comprise the second disbursement 12.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Dispersion Chemistry (AREA)
  • Finishing Walls (AREA)
EP21176731.4A 2018-04-06 2019-04-05 Pièce de construction Withdrawn EP3904616A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1853035A FR3079854B1 (fr) 2018-04-06 2018-04-06 Element de construction du type brique, parpaing ou bloc de pierre, et encoignure comprenant au moins un tel empilement
EP19167687.3A EP3553242B1 (fr) 2018-04-06 2019-04-05 Élément de construction du type brique, parpaing ou bloc de pierre, et encoignure comprenant au moins un tel empilement

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP19167687.3A Division-Into EP3553242B1 (fr) 2018-04-06 2019-04-05 Élément de construction du type brique, parpaing ou bloc de pierre, et encoignure comprenant au moins un tel empilement
EP19167687.3A Division EP3553242B1 (fr) 2018-04-06 2019-04-05 Élément de construction du type brique, parpaing ou bloc de pierre, et encoignure comprenant au moins un tel empilement

Publications (1)

Publication Number Publication Date
EP3904616A1 true EP3904616A1 (fr) 2021-11-03

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EP19167687.3A Active EP3553242B1 (fr) 2018-04-06 2019-04-05 Élément de construction du type brique, parpaing ou bloc de pierre, et encoignure comprenant au moins un tel empilement
EP21176731.4A Withdrawn EP3904616A1 (fr) 2018-04-06 2019-04-05 Pièce de construction

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EP19167687.3A Active EP3553242B1 (fr) 2018-04-06 2019-04-05 Élément de construction du type brique, parpaing ou bloc de pierre, et encoignure comprenant au moins un tel empilement

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EP (2) EP3553242B1 (pl)
ES (1) ES2892323T3 (pl)
FR (1) FR3079854B1 (pl)
PL (1) PL3553242T3 (pl)
PT (1) PT3553242T (pl)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3101898B1 (fr) * 2019-10-15 2023-01-06 Collard Sebastien Elément de construction de montants de baie de porte ou de fenêtre

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JP2000054614A (ja) * 1998-08-06 2000-02-22 Fukuvi Chem Ind Co Ltd 化粧柱の隙間封止材及びそれを用いた化粧柱のシーリング構造
US20110289874A1 (en) * 2010-05-28 2011-12-01 O'brien John Patrick Quoin construction and installation system
US20140260020A1 (en) * 2013-03-15 2014-09-18 Francesco Gulino Wedge-Lock Quoin Corner Assembly

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EP3553242B1 (fr) 2021-07-07
PT3553242T (pt) 2021-09-30
FR3079854B1 (fr) 2023-12-29
EP3553242A1 (fr) 2019-10-16
FR3079854A1 (fr) 2019-10-11
PL3553242T3 (pl) 2022-01-10
ES2892323T3 (es) 2022-02-03

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