EP1408168A1 - Système composite pour isolation thermique et bâtiment avec ledit système - Google Patents
Système composite pour isolation thermique et bâtiment avec ledit système Download PDFInfo
- Publication number
- EP1408168A1 EP1408168A1 EP03023101A EP03023101A EP1408168A1 EP 1408168 A1 EP1408168 A1 EP 1408168A1 EP 03023101 A EP03023101 A EP 03023101A EP 03023101 A EP03023101 A EP 03023101A EP 1408168 A1 EP1408168 A1 EP 1408168A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- kpa
- insulation
- dowels
- plaster
- maximum
- 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
Links
- 238000009413 insulation Methods 0.000 title claims description 137
- 150000001875 compounds Chemical class 0.000 title 1
- 239000002131 composite material Substances 0.000 claims abstract description 33
- 239000011490 mineral wool Substances 0.000 claims abstract description 21
- 239000011505 plaster Substances 0.000 claims description 41
- 230000002787 reinforcement Effects 0.000 claims description 12
- 239000000758 substrate Substances 0.000 claims description 11
- 239000004744 fabric Substances 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
- 238000000926 separation method Methods 0.000 abstract 1
- 239000000853 adhesive Substances 0.000 description 47
- 230000001070 adhesive effect Effects 0.000 description 47
- 239000004570 mortar (masonry) Substances 0.000 description 42
- 239000010410 layer Substances 0.000 description 33
- 239000000835 fiber Substances 0.000 description 13
- 239000011324 bead Substances 0.000 description 8
- 230000000694 effects Effects 0.000 description 8
- 239000012774 insulation material Substances 0.000 description 7
- 241000446313 Lamella Species 0.000 description 5
- 239000002557 mineral fiber Substances 0.000 description 5
- 230000032683 aging Effects 0.000 description 4
- 239000004566 building material Substances 0.000 description 4
- 238000004026 adhesive bonding Methods 0.000 description 3
- 239000012790 adhesive layer Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000035882 stress Effects 0.000 description 3
- 239000002318 adhesion promoter Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- CYJRNFFLTBEQSQ-UHFFFAOYSA-N 8-(3-methyl-1-benzothiophen-5-yl)-N-(4-methylsulfonylpyridin-3-yl)quinoxalin-6-amine Chemical compound CS(=O)(=O)C1=C(C=NC=C1)NC=1C=C2N=CC=NC2=C(C=1)C=1C=CC2=C(C(=CS2)C)C=1 CYJRNFFLTBEQSQ-UHFFFAOYSA-N 0.000 description 1
- 229920001875 Ebonite Polymers 0.000 description 1
- 230000002745 absorbent Effects 0.000 description 1
- 239000002250 absorbent Substances 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000078 claw Anatomy 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
Images
Classifications
-
- 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
- E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
- E04F13/04—Bases for plaster
- E04F13/045—Means for fastening plaster-bases to a supporting structure
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/762—Exterior insulation of exterior walls
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/762—Exterior insulation of exterior walls
- E04B1/7629—Details of the mechanical connection of the insulation to the wall
- E04B1/7633—Dowels with enlarged insulation retaining head
Definitions
- the invention relates to a thermal insulation composite system and a herewith equipped building.
- Insulation boards made of bound mineral wool, which are flat next to each other on the facade are arranged.
- Dowels screwed into the ground reach through the Insulation boards with large dowel plates and thus secure the position of the insulation boards on the facade.
- a Armored external plaster is usually installed in such a way that a Reinforcing layer is embedded, which is finished with a finishing coat to the outside is.
- the thermal insulation composite system is stress due to its own weight hygrothermal effects and especially exposed to wind suction. Against The dowels are subject to loads due to their own weight. Console load-bearing effect too, however, shear forces are mainly due to the dead weight thanks to a coating with adhesive mortar on the back of the insulation boards which the rough outer surface of the subsurface with the rough back surface of the insulation boards in a force-locking manner, either by friction or by Adhesive bond, connects.
- Lamellar plates to form a thermal insulation composite system exclusively through Adhesive mortar and without fixing all dowels to the substrate; even in sections the building facade with a height of 80 m and more.
- Lamellar plates are made by a relatively thick laminar Mineral fiber fleece strips are cut and these are turned through 90 ° in such a way that the main orientation of the fibers is now in the direction of the thickness of the lamella plate lies.
- Lamellar plate Due to the predominant fiber orientation in the direction of the thickness of the Lamellar plate results in a lower thermal resistance than in laminar fiber orientation, but excellent tensile strength in the direction the plate thickness, i.e. a high intrinsic strength of the lamella plate against tearing under tensile load perpendicular to the large surface of the plate. This inherent strength of the Insulation board against tearing is subsequently called the transverse tensile strength of the insulation board designated. In the case of a lamella plate, this is in the range above 80 kPa.
- Lamellar plates Insulation boards for thermal insulation composite systems, if not as Lamellar plates are manufactured as laminar or as compressed plates.
- laminar plates the orientation of the fibers is reduced when they are placed the defibrillation unit essentially maintained so that the Main fiber orientation is parallel to the large areas of the plates.
- laminar Sheets have a low transverse tensile strength of, for example, 3.5 kPa or even less, but have a high thermal resistance in the transverse direction Extend the plate so that the thermal conductivity group 035 can be reached with them can.
- Such laminar plates are often used as two-layer plates one-sided or two-sided resistant hard rubber layers.
- Compressed panels are made from laminar panels when the mineral wool is in front of the Hardening is compressed in such a way that the fibers lie out of it "Set up" main direction. This will result in a higher transverse tensile strength of For example, 15 kPa is reached, albeit much lower than with lamella plates, however, a lower thermal resistance in the transverse direction of the plate than in laminar plates, so that with such plates at most the thermal conductivity group 040 can be achieved.
- anchors are used to a certain extent as an aid for improving the transverse tensile strength of the insulation boards, and not as an autonomous holding means for the entire thermal insulation composite system on the substrate. For this reason, a reduced number of dowels can be used, namely a maximum of three dowels per m 2 and in particular only a maximum of two dowels per m 2 with correspondingly favorable load and / or strength conditions.
- Fig. 1 with 1a is the load-bearing surface, that is, the wall building material 1 Building wall and with 2 an old plaster attached to it or one if necessary to be applied leveling plaster, which is explained in more detail below.
- Adhesive mortar layer 3 denotes adhesive mortar which has a layer thickness of at least about 3 mm over the entire surface or in edge bead point bonding (application of an edge Bead along the circumference of the insulation board to be glued with a central one Point application) with at least 40% area.
- the Adhesive mortar layer 3 can be made up to 20 mm thick, using adhesive mortar are used for general purposes are approved by the building authorities.
- the substrate 1a (including plaster layer 2) is "suitable for gluing", as is shown below is explained in more detail. Furthermore, it has a consistency that is permissible
- the load capacity of fasteners (dowels) is at least 0.20 kN / dowel.
- the insulation panels 4 are either laminar or compressed mineral wool insulation panels.
- Laminar mineral fiber insulation boards are generally 40 mm to 200 mm thick, "non-combustible (building material class DIN 4102-A1) boards according to DIN 18165-1 of type WV and thermal conductivity group 035.
- the bulk density is between 70 and 150 kg / m 3 , preferably between 100 and 140 kg / m 3 , in the example in particular at 120 kg / m 3 ⁇ 15%.
- the tensile strength perpendicular to the plate level (transverse tensile strength) according to DIN EN 1607 is 3.5 kPa.
- the side dimensions in the example may be 800 mm x 625 mm.
- the panels consist of a compact top layer and a bottom layer. The cover layer is marked and attached so that the compressed cover layer is on the outside.
- laminar mineral wool insulation board 4 An example of such a laminar mineral wool insulation board 4 is about that Product "Sillatherm WVP 1-035" by the applicant, as in the general Building approval Z-33.40-142 from May 29, 2000 of the German Institute for Construction technology is explained in detail.
- a compressed insulation board 4 its bulk density is in the range from 80 to 160 kg / m 3 , in particular from 110 to 150 kg / m 3 , and can have a nominal value of 130 kg / m 3 ⁇ 15%, for example.
- These are "non-combustible (building material class DIN 4102-A1) panels” according to DIN 18165-1 of type WD (strength class HD) and thermal conductivity group 040.
- the tensile strength perpendicular to the panel plane (transverse tensile strength) according to DIN EN 1607 is 14 kPa.
- These compressed mineral wool insulation boards are preferably used in side dimensions of 800 mm x 625 mm and with thicknesses of 40 to 140 mm.
- the practical upper limit of the insulation material thickness of 200 mm can be produced by using such compressed mineral wool insulation boards with a smaller thickness of 140 mm by "doubling", ie the bonding of two layers of the insulation material with staggered joints.
- An example of such a compressed mineral wool insulation board 4 is the product "Sillatherm WVP 1-040" from the applicant, as explained in detail in the general building approval Z-33.40-142 from May 29, 2000 of the German Institute for Building Technology.
- the exterior plaster On the outside of the insulation panels 4 is a total of 5 Exterior plaster provided.
- the exterior plaster consists of a plaster 6 and a top coat 7.
- the bottom coat 6 is with a layer thickness between about 3 and 8 mm or more in a first layer 8 with central reinforcement mesh 9 and one second layer 10 applied wet-on-wet.
- those plasters can be used are used for mineral fiber insulation materials and the corresponding Fastening type are generally approved by the building authorities (approval of System manufacturers).
- finishing plaster 7 thin-layer finishing plasters are used as finishing plaster 7, which are grown and structured in grain size.
- the finishing plasters can be used Use come for the mineral fiber insulation materials and the corresponding Fastening type are generally approved by the building authorities (approval of System manufacturers).
- the system described so far from subsurface 1a, adhesive mortar layer 3, Insulation boards 4 and exterior plaster 5 could, at least for the lowest section of the building, absorb the occurring forces, especially the wind suction forces, if between and within all layers or plies of the system a tensile strength of would be at least 30 kPa after aging.
- the underground is 1a procure, choose or train that the underground 1a for a permanent Tensile load of 30 kPa or more is suitable, preferably including all possible safety surcharges a tear-off strength of 80 kPa should be achieved, in order to meet all building requirements for a suitable substrate 1a sure to meet.
- the surface of the wall building material 1 must be flat, dry, greasy and be dust free.
- the tear-off strength can generally be achieved without further Evidence is required. The test of the tear-off strength must - if required - according to DIN 18555-6.
- a tear strength of more than 30 kPa and in particular to easily achieve more than 80 kPa is from corresponding Adhesive connections with so-called lamella panels known as insulation panels 4 and verifiable.
- insulation panels 4 so-called lamella panels known as insulation panels 4 and verifiable.
- a significant part of the mineral wool fibers is perpendicular to Large area of the insulation board 4, that is, horizontally in the illustration according to FIG Adhesive mortar 3 into it. This is a relatively unfavorable connection case, since one with the end of the fiber in an adhesive layer only by adhesive forces is held, and no positive locking forces support the connection.
- the adhesive layer can encompass the edge fibers and so alongside the adhesive effect also uses a hold-up or claw effect bring. If thus insulation panels 4 in the form of slat panels Provide tear-off strength of over 80 kPa on adhesive mortar 3, this is the case with laminar ones or compressed insulation panels 4, especially the case: with laminar insulation panels the majority of the surface fibers parallel to the large areas, and also at compressed insulation boards 4, this fiber orientation prevails in the edge areas. Therefore, the tear resistance between adhesive mortar 3 and insulation board 4 in the case laminar and compressed mineral wool insulation boards are given without any doubts.
- a crucial problem is that although insulation boards 4 in Form of lamellar plates predominantly in the illustration according to FIG. 1 horizontal fiber course relatively straight from the adhesive layer 3 towards the Have exterior plaster 5 and therefore a tensile strength perpendicular to the plate plane, here referred to as transverse tensile strength, which is above 80 kPa; laminar or compressed insulation panels 4, on the other hand, have a significantly higher one Thermal resistance - a transverse tensile strength that is significantly below 30 kPa is, in the case of a laminar insulation board 4 only in the range of 3.5 kPA or less more.
- dowels 11a are therefore used as additional fastening means provided that a dowel plate 11, a dowel shaft 12 and a dowel screw 13th exhibit.
- the dowel screw 13 is used to pre-drill the dowel 11a Bore 14 held in the underground 1a.
- Such dowels 11a are commercially available and have a diameter of Dowel plates 11 of usually 60 mm or a little more. The dowel plate 11 presses therefore flat on the adjacent surface areas of the insulation board 4.
- the Dowels 11a can be provided with an additional insulating plate 15, like this is self-explanatory from Fig. 1 can be seen.
- This has a diameter of usually 90 mm or more, for example 110 mm or 140 mm, and thus still offers one larger holding surface than the dowel plate 11 alone.
- dowels 11a are used in practice in sufficient numbers to hold the entire thermal insulation composite system mechanically. A minimum of four dowels / m 2 is required for this, since the wind suction forces have to be absorbed 100% via the dowel plates.
- the number of dowels is also reduced in that the dowels are not used as independent holding means against the wind suction forces are considered, but rather only as additional tools, in addition to Attachment to the adhesive mortar layer 3, to improve the transverse tensile strength or the tear behavior of the insulation panels 4.
- the dowels 11a are used in the system of the present invention to a certain extent, a tearing or shingling of the laminar or compressed insulation panels 4 under the influence of wind suction suppress. It has been shown that, depending on the specific transverse tensile strength of the insulation boards 4 used, a reduced and possibly significantly reduced Number of dowels is required compared to the number of dowels used for Support of the thermal insulation composite system against wind suction forces are required.
- the insulation board 4 a transverse tensile strength of at least 2 kPa, in particular of at least 3.5 kPa, there is already a smaller number of dowels per Square meters as four are sufficient to ensure the stability of the thermal insulation composite system in the lower section of buildings against the wind suction forces, additional to ensure the holding effect of the adhesive mortar 3.
- a reduced number of dowels 11a means a reduced number of prefabricated dowel holes 14 and thus a considerable acceleration of the Work progress in the assembly of the thermal insulation composite system. Since the Assembly costs and the time required for construction are the critical parameters assembly-related savings in a double-digit percentage range significant progress in productivity.
- the insulation panels 4 made of mineral wool according to the bead point method or at very flat surfaces are fully glued to the surface 1a (at least 40% of the Surface is glued).
- the adhesive mortar 3 is in the form of "beads" and “chunks” or - if an even surface such as Precast concrete elements are present - fully applied to the insulation panels 4.
- the adhesive mortar 3 is said to be in use of mineral wool insulation materials worked into their surface (thin Press filler) and then applied. This requires two operations namely the wetting of the insulating material and the application of the adhesive mortar 3.
- the so plate 4 coated with adhesive mortar 3 is set up as described below. to To avoid thermal bridges, the insulation panels 4 must be butt joint-tight.
- the Joints do not need to be mortared. Unintentionally on the face of the Insulation boards 4 mortar reached is removed. The plates 4 are then on the wall pressed, moved several times back and forth ("floated in") and pressed all over against the surface 1a. This can be done by pressing several times with the palm of your hand or with the help of a suitable tool (e.g. float, Cartesia, etc.) happen.
- a suitable tool e.g. float, Cartesia, etc.
- the mechanical processing of adhesive and plastering mortar is increasingly being implemented.
- This is also in the thermal insulation composite system with mineral wool insulation boards possible.
- the mineral wool insulation panels 4 can be factory-fitted with a Adhesive bridge to be coated.
- the adhesive mortar 3 can on the one hand by means of a "Fuel nozzle" on the pump hose of the mortar pump applied to the insulation board 4 with a mortar bead on the edge of the insulation board and the mortar is applied in strips to the insulation board surface.
- 40% gluing - with glued plate edges - can be created.
- the insulation panels 4 can be glued in such a way that the mortar the wall is sprayed and the panels are placed in this mortar bed.
- the mortar can be sprayed onto the wall in strips.
- the insulation boards are then start immediately, swim in and press on.
- the bead of glue should have a thickness in the middle of at least 1 cm and not less than 5 cm wide.
- the wheelbase the beads should be selected so that the proportion of adhesive surface described above is reached becomes.
- the insulation boards should generally to be glued to at least 60% of the surface, but nowhere less than 50%. This requirement is intended to ensure that the adhesive beads on insulation boards are not placed too far from the plate edges.
- the insulation layer is laid in two layers. If not with an adhesive bridge coated mineral wool insulation materials, the adhesive mortar must be in the surface of the first insulation layer and the second insulation layer.
- the surface of the first layer of insulation board should be flat already meet the requirements of DIN 18202 for "flat" walls.
- the dowels 11a are installed.
- the flush-mounted can be applied in a position in which the Reinforcement mesh is then "ironed" with a straightener. Alternatively, will if necessary, a second thin layer of the concealed plaster is applied (wet-on-wet).
- laminar mineral wool insulation panels 4 If laminar mineral wool insulation panels 4 are used, it can Building authorities approved dowels 11a with an effective plate diameter of at least 90 mm, preferably 110 or 140 mm can be selected. This diameter are usually by insulation holder 15 in the manner shown in Fig. 1 reached. These dowels 11a are also placed under the reinforcement mesh 9.
- FIG. 2 shows an exemplary arrangement of the dowels 11a on the wall of a Detached house up to 8 m building height illustrated.
- facade edge areas 16 A basic distinction must be made between facade edge areas 16 and these enclosed facade surface areas 17.
- facade edge areas 16 In the case of wind loads, there are increased requirements due to discontinuities in the Wind flow, vortex shedding etc. There is a much greater density here Dowels 11a are required as in those defined by the edge areas 16 Surface areas 17 of the facade or the thermal insulation composite system. This Facade surface areas 17, with which the present invention is concerned, however make up the largest part of the facade area.
- insulation panels 4 with dimensions 800 mm x 625 mm used.
- Two insulation panels 4 thus cover one square meter of Facade surface. In the context of the invention, therefore, two insulation panels 4 require two Dowels, so one dowel per insulation board is required.
- the dowels 11a As can be seen, placed in the surface areas 17 on the vertical joints of the insulation panels 4, such that that each dowel the edge of two insulation boards 4, half each, with its plate 11 or the insulation plate 15 engages and holds. This gives a relative homogeneous holding effect.
- the fact that the insulation panels 4 also with a Adhesive mortar layer 3 are connected to the substrate 1a by adhesive bonding the dowels 11a in the surface areas 17 are only required to complement the Support transverse tensile strength or the tear resistance of the insulation panels 4. This has proven to be with a significantly reduced number of dowels 11a proved in the case that the dowels 11a to fully accommodate the Wind suction forces are provided.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10247457A DE10247457A1 (de) | 2002-10-11 | 2002-10-11 | Wärmedämm-Verbundsystem sowie hiermit ausgestattetes Gebäude |
DE10247457 | 2002-10-11 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1408168A1 true EP1408168A1 (fr) | 2004-04-14 |
EP1408168B1 EP1408168B1 (fr) | 2008-06-25 |
Family
ID=32010437
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03023101A Revoked EP1408168B1 (fr) | 2002-10-11 | 2003-10-10 | Système composite pour isolation thermique et bâtiment avec ledit système |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1408168B1 (fr) |
AT (1) | ATE399233T1 (fr) |
DE (2) | DE10247457A1 (fr) |
DK (1) | DK1408168T3 (fr) |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102004048584A1 (de) * | 2004-10-04 | 2006-04-06 | Deutsche Amphibolin-Werke Von Robert Murjahn Stiftung & Co Kg | Außenputzzubereitung für Wärmedämmverbundsysteme |
EP1840286A1 (fr) * | 2006-03-29 | 2007-10-03 | Rockwool International A/S | Système de construction de murs isolants pour une structure de bâtiment |
DE102007018774A1 (de) | 2007-04-20 | 2008-10-23 | Saint-Gobain Isover G+H Ag | Fassadendämmplatte für die Dämmung von Außenfassaden von Gebäuden, Wärmedamm-Verbundsystem mit derartigen Fassadendämmplatten sowie Verfahren zur Herstellung einer Fassadendämmplatte |
EP2180104A1 (fr) * | 2008-10-21 | 2010-04-28 | Rockwool International A/S | Système d'isolation de façades |
ITMO20080300A1 (it) * | 2008-11-21 | 2010-05-22 | Angelo Marchesi | Pannello isolante prefabbricato per il rivestimento di costruzioni edilizie, rivestimento isolante da esso ottenibile e relativo metodo di produzione |
CN101864815A (zh) * | 2010-05-27 | 2010-10-20 | 上海一金节能科技有限公司 | 一种机械锚固玻璃纤维网加筋聚苯板的外保温墙体 |
CN101906828A (zh) * | 2010-08-06 | 2010-12-08 | 周金烈 | 机械锚固网格加强筋岩棉板的外保温墙体及施工工艺 |
CN101914960A (zh) * | 2009-09-29 | 2010-12-15 | 上海一金节能科技有限公司 | 一种机械锚固化学纤维网加筋聚苯板的外保温墙体 |
CN101967861A (zh) * | 2010-09-28 | 2011-02-09 | 上海一金节能科技有限公司 | 机械锚固网格加强筋聚氨酯板的外保温墙体及施工工艺 |
DE102010061539A1 (de) | 2010-12-23 | 2012-06-28 | Saint-Gobain Isover G+H Ag | Wärmedämmverbundsystem sowie Fassadendämmplatte hierfür und Verfahren zur Herstellung der Fassadendämmplatte |
EP2525016A1 (fr) * | 2011-05-19 | 2012-11-21 | Saint-Gobain Isover | Paroi exterieure de bâtiment en laine minerale dense |
WO2013156466A1 (fr) * | 2012-04-20 | 2013-10-24 | Rockwool International A/S | Système d'isolation destiné à recouvrir la façade d'un bâtiment |
EP2665876B1 (fr) | 2011-01-17 | 2015-03-18 | Construction Research & Technology GmbH | Système d'isolation thermique composite |
EP3239430A1 (fr) * | 2016-04-29 | 2017-11-01 | STO SE & Co. KGaA | Procede destine a la fabrication d'un systeme de façade et dispositif destine a l'execution du procede |
EA038434B1 (ru) * | 2019-12-19 | 2021-08-27 | Сергей Термикан | Способ теплоизоляции и защиты от атмосферных воздействий наружных стен строительных ограждающих конструкций |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2358521A2 (fr) * | 1976-07-12 | 1978-02-10 | Miplacol | Procede d'isolation thermique et phonique de batiments |
DE3124686A1 (de) * | 1981-06-24 | 1983-01-13 | Grünzweig + Hartmann und Glasfaser AG, 6700 Ludwigshafen | Fassadenverkleidungssystem fuer die aussenfassade von gebaeuden |
WO1995033105A1 (fr) * | 1994-05-26 | 1995-12-07 | Koch Marmorit Gmbh | Procede permettant de coller les surfaces de coupe de panneaux de laine minerale |
EP1203846A1 (fr) * | 2000-11-06 | 2002-05-08 | Deutsche Rockwool Mineralwoll GmbH & Co. OHG | Système composite pour isolation thermique, éléments d'isolation pour celle-ci et son procédé de fabrication |
EP1225287A2 (fr) * | 2001-01-18 | 2002-07-24 | Deutsche Rockwool Mineralwoll GmbH & Co. OHG | Dispositif pour le traitement et/ou la pose d'éléments de construction en forme de plaque sur des échafaudages |
-
2002
- 2002-10-11 DE DE10247457A patent/DE10247457A1/de not_active Ceased
-
2003
- 2003-10-10 EP EP03023101A patent/EP1408168B1/fr not_active Revoked
- 2003-10-10 DE DE50310030T patent/DE50310030D1/de not_active Expired - Lifetime
- 2003-10-10 AT AT03023101T patent/ATE399233T1/de active
- 2003-10-10 DK DK03023101T patent/DK1408168T3/da active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2358521A2 (fr) * | 1976-07-12 | 1978-02-10 | Miplacol | Procede d'isolation thermique et phonique de batiments |
DE3124686A1 (de) * | 1981-06-24 | 1983-01-13 | Grünzweig + Hartmann und Glasfaser AG, 6700 Ludwigshafen | Fassadenverkleidungssystem fuer die aussenfassade von gebaeuden |
WO1995033105A1 (fr) * | 1994-05-26 | 1995-12-07 | Koch Marmorit Gmbh | Procede permettant de coller les surfaces de coupe de panneaux de laine minerale |
EP1203846A1 (fr) * | 2000-11-06 | 2002-05-08 | Deutsche Rockwool Mineralwoll GmbH & Co. OHG | Système composite pour isolation thermique, éléments d'isolation pour celle-ci et son procédé de fabrication |
EP1225287A2 (fr) * | 2001-01-18 | 2002-07-24 | Deutsche Rockwool Mineralwoll GmbH & Co. OHG | Dispositif pour le traitement et/ou la pose d'éléments de construction en forme de plaque sur des échafaudages |
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DE102004048584B4 (de) * | 2004-10-04 | 2008-03-06 | Deutsche Amphibolin-Werke Von Robert Murjahn Stiftung & Co Kg | Wärmedämmverbundsystem und Verwendung einer Außenunterputzzubereitung |
EP1840286A1 (fr) * | 2006-03-29 | 2007-10-03 | Rockwool International A/S | Système de construction de murs isolants pour une structure de bâtiment |
WO2007110244A1 (fr) * | 2006-03-29 | 2007-10-04 | Rockwool International A/S | Système de mur isolant pour bâtiment |
US20090277119A1 (en) * | 2006-03-29 | 2009-11-12 | Rockwool International A.S | An insulating wall system for a building structure |
EA014963B1 (ru) * | 2006-03-29 | 2011-04-29 | Роквул Интернэшнл А/С | Изоляционная стеновая система для строительной конструкции |
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DE102007018774A1 (de) | 2007-04-20 | 2008-10-23 | Saint-Gobain Isover G+H Ag | Fassadendämmplatte für die Dämmung von Außenfassaden von Gebäuden, Wärmedamm-Verbundsystem mit derartigen Fassadendämmplatten sowie Verfahren zur Herstellung einer Fassadendämmplatte |
EP2180104A1 (fr) * | 2008-10-21 | 2010-04-28 | Rockwool International A/S | Système d'isolation de façades |
EP3216933A1 (fr) * | 2008-10-21 | 2017-09-13 | Rockwool International A/S | Système d'isolation de façades |
EP2347059B1 (fr) | 2008-10-21 | 2017-05-10 | Rockwool International A/S | Système d'isolation de façades |
WO2010046074A1 (fr) * | 2008-10-21 | 2010-04-29 | Rockwool International A/S | Système d’isolation de façade |
EP2189585A1 (fr) * | 2008-11-21 | 2010-05-26 | Isolbau S.r.L. | Panneau préfabriqué isolé pour revêtement d'immeuble, revêtement obtenu à l'aide de ce panneau et procédé de fabrication associé |
ITMO20080300A1 (it) * | 2008-11-21 | 2010-05-22 | Angelo Marchesi | Pannello isolante prefabbricato per il rivestimento di costruzioni edilizie, rivestimento isolante da esso ottenibile e relativo metodo di produzione |
CN101914960A (zh) * | 2009-09-29 | 2010-12-15 | 上海一金节能科技有限公司 | 一种机械锚固化学纤维网加筋聚苯板的外保温墙体 |
CN101864815A (zh) * | 2010-05-27 | 2010-10-20 | 上海一金节能科技有限公司 | 一种机械锚固玻璃纤维网加筋聚苯板的外保温墙体 |
CN101906828A (zh) * | 2010-08-06 | 2010-12-08 | 周金烈 | 机械锚固网格加强筋岩棉板的外保温墙体及施工工艺 |
CN101967861A (zh) * | 2010-09-28 | 2011-02-09 | 上海一金节能科技有限公司 | 机械锚固网格加强筋聚氨酯板的外保温墙体及施工工艺 |
DE102010061539A1 (de) | 2010-12-23 | 2012-06-28 | Saint-Gobain Isover G+H Ag | Wärmedämmverbundsystem sowie Fassadendämmplatte hierfür und Verfahren zur Herstellung der Fassadendämmplatte |
EP2665876B1 (fr) | 2011-01-17 | 2015-03-18 | Construction Research & Technology GmbH | Système d'isolation thermique composite |
US10344484B2 (en) | 2011-01-17 | 2019-07-09 | Basf Se | Composite thermal insulation system |
EP2525016A1 (fr) * | 2011-05-19 | 2012-11-21 | Saint-Gobain Isover | Paroi exterieure de bâtiment en laine minerale dense |
FR2975417A1 (fr) * | 2011-05-19 | 2012-11-23 | Saint Gobain Isover | Paroi exterieure de batiment en laine minerale dense |
WO2013156466A1 (fr) * | 2012-04-20 | 2013-10-24 | Rockwool International A/S | Système d'isolation destiné à recouvrir la façade d'un bâtiment |
CN104302851A (zh) * | 2012-04-20 | 2015-01-21 | 洛克威尔国际公司 | 用于覆盖建筑物立面的绝缘系统 |
EP3239430A1 (fr) * | 2016-04-29 | 2017-11-01 | STO SE & Co. KGaA | Procede destine a la fabrication d'un systeme de façade et dispositif destine a l'execution du procede |
EA038434B1 (ru) * | 2019-12-19 | 2021-08-27 | Сергей Термикан | Способ теплоизоляции и защиты от атмосферных воздействий наружных стен строительных ограждающих конструкций |
Also Published As
Publication number | Publication date |
---|---|
DE10247457A1 (de) | 2004-04-22 |
EP1408168B1 (fr) | 2008-06-25 |
ATE399233T1 (de) | 2008-07-15 |
DE50310030D1 (de) | 2008-08-07 |
DK1408168T3 (da) | 2008-10-20 |
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