EP1148180A1 - Elément mural - Google Patents

Elément mural Download PDF

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Publication number
EP1148180A1
EP1148180A1 EP01107084A EP01107084A EP1148180A1 EP 1148180 A1 EP1148180 A1 EP 1148180A1 EP 01107084 A EP01107084 A EP 01107084A EP 01107084 A EP01107084 A EP 01107084A EP 1148180 A1 EP1148180 A1 EP 1148180A1
Authority
EP
European Patent Office
Prior art keywords
wall element
element according
wall
parts
side parts
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Withdrawn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
EP01107084A
Other languages
German (de)
English (en)
Inventor
Wolfgang Jachmich
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.)
Bisotherm GmbH
Original Assignee
Bisotherm GmbH
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 Bisotherm GmbH filed Critical Bisotherm GmbH
Publication of EP1148180A1 publication Critical patent/EP1148180A1/fr
Withdrawn legal-status Critical Current

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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
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • 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
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor
    • 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
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • 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
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports

Definitions

  • the present invention relates to a wall element for unfinished buildings and a method for pulling in a concrete ceiling in an unfinished building.
  • the floor-to-ceiling wall is an outer wall, it is done in one Another step is to form or wall the ceiling at wall height by bricking of solid bricks with the addition of a thermal barrier coating or by bricking of prefabricated elements in which the insulation materials are already integrated, such as a ceiling edge element.
  • a Walling is not necessary.
  • the ceiling is concreted.
  • the one when concreting the ceiling Any unevenness is caused by applying mortar and laying a layer of fillet balanced, so that for the masonry of the next floor horizontal and level underground is created.
  • the plane-level overlap is Prerequisite for moving the subsequent blocks on the next floor.
  • An object of the present invention is a wall element for unfinished buildings to create, with the help of pulling in a concrete ceiling in a shell is simplified and accelerated.
  • this wall element is intended for both Outside walls can also be used for inside walls.
  • Another task of the present Invention is a method for retracting a concrete ceiling in one Specify shell, with the help of pulling the ceiling simplified and is accelerated. This method is also intended to be used for interior and exterior walls his.
  • this object is achieved by a wall element for unfinished buildings
  • the task solved according to the invention by a method with the features of claim 25.
  • An advantage of the invention is that the usually required number of Steps when pulling in a concrete ceiling in an unfinished building can be reduced, which reduces working hours and the associated costs.
  • the usual unevenness occurring when concreting the floor ceiling avoided by using the wall element according to the invention. In order to the time-consuming process of leveling through mortar application is eliminated.
  • the support device comprises a rear part of the Frame, which has a first and a second side, the first side of the Back part is connected to the parallel side parts in a U-shape.
  • the second side of the back part can be connected to a masonry stone. Thereby there is no need to remove the formwork from external walls. Furthermore, one of the two Side parts of the frame must be connected with a Kimmstein, which means when laying of the wall element automatically the first stone layer of the next floor is co-routed.
  • a heat insulation layer can be provided on the first side of the back part his.
  • a heat insulation layer can be on the second side of the back part be provided. Is the second side of the back with the masonry stone connected, the thermal barrier layer is between the second side and the wall stone. This ensures that when the concrete ceiling is pulled in do not forget or damage the required thermal insulation layers.
  • the extension of one Side part of the frame another side part supported by the support device intended.
  • This further side part can extend over the thickness of the thermal insulation layer and be limited by the wall stone.
  • the thermal barrier coating can be between the second side of the back and the masonry stone. With the help of the other side part, a support surface is created on which the Thermal insulation layer can be arranged, which when laying this wall element is helpful.
  • the further side part can be flush with an outer edge of the brick to lock.
  • the side part not only about the thickness of the thermal insulation layer but also about the thickness of the brick extends.
  • the thermal barrier coating can advantageously and the masonry stone can be arranged on the further side part.
  • the support device can include the back, the second side of which further side part is connected. Furthermore, the support device can be at least two from each other have spaced support members. These plate-shaped support parts can be arranged parallel to each other and perpendicular to the back. In addition, the Support parts divide the side parts in a certain ratio. Increase the support parts advantageously the stability of the frame.
  • the kimmstein and the masonry stone can be integral with one stone legs arranged perpendicular to each other. This is done when laying this wall element, the formwork of the ceiling and the laying of the first stone layer of the next floor.
  • two further side parts are in each case provided in the extension of the side parts of the frame. These two more Side parts are each supported by the support device and parallel to each other arranged, the two further side parts forming an intermediate space.
  • One of the two other side parts can vary over the thickness of the thermal barrier coating extend and be limited by the masonry stone.
  • the gap between the two other side parts is to accommodate the thermal insulation layer educated.
  • the thermal insulation layer is in inserted this space, which is closed by the masonry stone. This simplifies the manufacturing process and the thermal barrier coating protected from all sides.
  • the two other side parts can be arranged symmetrically, wherein the space between the two other side parts to accommodate one Edge area of a concrete ceiling is formed.
  • This wall element is suitable for a To connect the concrete ceiling to a load-bearing inner wall.
  • the support device of this Wall element can include the back of the frame, with the second side the two other side parts are connected.
  • the support device can also at least have two spaced plate-shaped support parts that are parallel are arranged to each other and perpendicular to the back.
  • the support device consists of at least two of each other spaced plate-shaped support parts, between which an opening is formed is. This means that in this case the support parts not only increase the stability serve, but take over the support entirely.
  • all side parts can have ribs that transmit a load into the concrete ceiling. These ribs can be perpendicular to the back of the frame.
  • the frame can consist of fiber concrete, in particular of glass fiber concrete.
  • the Walling stone and the Kimmstein can be made of lightweight concrete, in particular Pumice lightweight concrete.
  • FIG. 1 shows a cross section through a wall element according to an embodiment, that is walled into an outer wall. From the outer wall of the lower floor the uppermost stone layer, the so-called support stone layer 18, is shown. Of the outer wall of the upper floor, the first one is made of stone blocks 19 Stone layer shown. Between the support stone layer 18 and the first plan stone layer 19 is a concrete ceiling 17 by means of the wall element according to this preferred Embodiment confiscated.
  • the wall element consists of a frame 1 made of fiber concrete, which consists of a Back part 2 and two side parts 3, 4 is constructed.
  • the side parts 3, 4 are parallel with arranged at a certain distance from each other and U-shaped with a first side 5 of the back part 2 connected.
  • the two side parts 3, 4 form an intermediate space, which is accessible through an opening 16, as can be seen in FIG. 9.
  • Fig. 9 shows one Side view of the frame shown in Fig. 1 in the non-bricked state.
  • the distance between the two side parts 3, 4 corresponds to the thickness of the concrete ceiling 17 and the prefabricated ceiling panel 24, which is accommodated in the frame 1.
  • the side parts 3, 4 are plate-shaped elements with flat surfaces.
  • FIG. 1 a wall element according to the embodiment shown in FIG. 1 a masonry stone 7, which with the second side 6 of the back part 2 connected is. There is also a thermal barrier coating 8 on the first side 5 of the rear part 2 provided. Finally, a rib 13 is shown in FIG. 1, on the side part 4 is provided. This rib 13 provided on the side part 4 is also shown in FIG. 9.
  • the side part 3 of the frame 1 lies on the horizontal and flat top of the bearing stone layer 18. Between the side part 3 and the bearing stone layer 18 is applied with a bed joint made of thin-bed mortar.
  • the opening 16 of the frame 1 shown in FIG. 9 faces before the concrete ceiling is pulled in to the intended position of the concrete ceiling 17.
  • the space between the side parts 3, 4 of the frame 1 through this opening 16 to the thermal insulation layer 8 poured with concrete.
  • a prefabricated ceiling panel 24 placed on the side part 3 of the frame 1 the is cast in when the ceiling is pulled in. After setting the concrete takes the space formed by the parallel side parts 3, 4 thus an edge area the concrete ceiling 17, whereby the concrete ceiling 17 on the floor-high outer wall of the lower floor is stored.
  • the two parallel side parts 3, 4 of the wall element shown in Fig. 1 is in any case ensures that, starting from a horizontal and flat surface the support stone layer 18, also a horizontal and level surface is created on which the face stones 19 of the first layer of the outer wall of the following Storey can be moved.
  • the side panels give 3, 4 defined surfaces that are horizontal due to their parallelism and level starting position for the masonry of the next floor guarantee. This eliminates the need, which is inevitable when concreting the ceiling 17 to compensate for any unevenness that arises in order to to create a flat surface, on which then the masonry of the next floor is established.
  • the facing stones 19 of the outer wall of the following one Projectile offset on the frame 1 of the wall element, being between the Side part 4 and the facing blocks 19 a bed joint is applied to thin-bed mortar, which securely connects the plan stones 19 and the frame 1.
  • a further time saving is achieved in that the wall element according to the In Fig. 1 embodiment shown the masonry block 7 prefabricated with the second side 6 of the back part 2 is connected.
  • the usual operation, Removing the ceiling is therefore not necessary.
  • the Masonry stone 7 can only be connected to the frame 1 on site.
  • the masonry block 7 shown in FIG. 1 is made of lightweight concrete, in particular Pumice lightweight concrete, existing solid stone.
  • the thermal barrier coating 8 is in the here Embodiment shown inserted between the side parts 3, 4 and can for security be glued to the first side 5 of the back part 2. This will avoid that when bricking the wall element and pulling the ceiling 17 the Thermal insulation layer 8 is forgotten.
  • the ribs 13 provided on the side part 4 serve to transfer the load into the concrete ceiling 17.
  • the ribs 13 shown here are standing perpendicular to the back part 2. Another arrangement or different shape of the ribs 13 is possible.
  • the ribs 13 can also be provided on the side part 3.
  • the frame 1 shown in the walled-in state in FIG. 1 is a side view in FIG. 9 without the masonry block 7 and the thermal barrier layer 8 in the non-bricked Condition shown.
  • This illustration shows in particular how the two U-shaped side parts 3, 4 connected to the first side 5 of the rear part 2 form the space accessible through the opening 16, which when the Concrete ceiling 17 is poured with concrete.
  • 9 is the parallel arrangement the side parts 3, 4 shown again.
  • the masonry stone 7 closes flush with the top of the Side part 4 or with the lower edge of the side part 3.
  • the top and underside of the masonry stone 7 as a parallel continuation of the side parts 3, 4 used, whereby the support surface for the plan stones 19 and the support stones 18 enlarged.
  • the wall element shown in Fig. 2 according to another preferred embodiment also serves to connect a concrete ceiling 17 to an outer wall.
  • the wall element from FIG. 2 is located between the support stone layer 18 the outer wall of a lower floor and the facing stones 19 of the outer wall of the following upper floor.
  • the wall element according to the in Fig. 2 shows the embodiment shown as the wall element of Fig. 1 a U-shaped frame 1, which consists of two parallel side parts 3, 4 and one Back part 2 is composed.
  • the space between the two parallel side parts 3, 4 is with the edge region of the concrete ceiling 17 up to the thermal insulation layer 8, which bears against the first side 5 of the frame 1.
  • the wall element shown in Fig. 2 has a Kimmstein 9, which is integral with the masonry stone 7 as a stone 20 with two to each other vertically arranged legs is formed.
  • the two legs of the stone 20 correspond to the Kimmstein 9 and the masonry stone 7.
  • the stone 20 surrounds the rear wall 2 and the side part 4 of the frame in the bricked state 1.
  • the Kimmstein 9 is fixed to the side part 4 and the masonry stone 7 with the back 2 connected.
  • the top 23 of the Kimmstein 9 is parallel to the side parts 3, 4. In this way ensures that, starting from the horizontal and flat surface of the Support stone layer 18 is also a horizontal and level surface for the transfer the plan stones 19 of the next floor is created.
  • the Kimmstein 9 and the Brick Wall 7 as two separate stones to connect to the side part 4 or the back part 2 of the frame 1.
  • the parallel arrangement of the side parts 3, 4 of the frame 1 ensures in any case that the flat surface 23 of the Kimmstein 9 when laying the in Fig. 2 wall element shown is aligned horizontally. By changing the height the Kimmsteines 9 can easily achieve different wall heights.
  • Fig. 3 is also the Kimmstein 9 and Masonry stone 7 integrated as a two-leg stone 20 in the wall element.
  • the space between the parallel side parts 3, 4 is that shown in FIG. 3 Frame up to the back part 2 filled with concrete.
  • the thermal insulation layer 8 is located between the second side 6 of the back part 2 and the masonry stone 7.
  • the side parts 3, 4 of the wall element shown in Fig. 3 are shorter than the side parts 3, 4 of the wall element shown in FIG. 2, since the in Fig. 3 shown frame not the thermal barrier coating 8, but only the concrete of the Blanket 17 picks up. Otherwise, the wall element shown in FIG. 3 corresponds to that wall element shown in Fig. 2.
  • a wall element that has a concrete ceiling 17 with an outer wall connects.
  • the thermal barrier coating 8 is on the second side 6 of the rear part 2 arranged.
  • the space between the parallel Side parts 3, 4 can therefore be poured completely with concrete up to the back part 2 become.
  • the frame 1 shown in FIG. 4 also has a further side part 21 on, which is provided in the extension of the side part 3 and with the back part 2 the frame 1 is connected.
  • the side part 21 shown in FIG. 4 extends over the thickness of the thermal insulation layer 8 and is limited by the masonry block 7.
  • the thermal barrier coating 8 in the angle formed between the side part 21 and the rear part 2 of the frame 1 inserted and through the from the quarrying stone 7 and the Kimmstein 9 existing stone 20 enclosed in the wall element.
  • the thermal insulation layer 8 is the thermal insulation layer 8
  • the masonry block 7 and the Kimmstein 9 integrated Because of the parallelism of the surface 23 of the Kimmstein 9 and the side parts 3, 4 is the creation of a horizontal, level surface, on which the stones of the next floor are guaranteed be transferred.
  • Fig. 5 an embodiment is shown in which the extension to the Side part 4 connects another side part 22, which is also connected to the back part 2 is.
  • the two further side parts 21 and 22 are, as shown in FIG. 5, the same long. However, it is also possible for the further side part 21 to be longer than the further one To design side part 22, as shown in Fig. 13.
  • the thermal barrier coating 8 This gap is closed between the two side parts 21 and 22 through the masonry stone 7. Um to prevent the width of the wall element shown in Fig. 5 from the wall thickness exceeds, the further side part 22 is shorter than the side part 4.
  • the Length of the further side part 22 corresponds in particular to the thickness of the thermal barrier coating 8, as can be seen from FIG. 5.
  • the further side part 21 of the frame 1 shown in FIG. 13 not only extends about the thickness of the thermal insulation layer 8, but also about the thickness of the masonry block 7.
  • the side part 21 of the one in FIG. 13 closes shown frame 1 flush with the outside of the bearing stone layer 18.
  • the bearing block 7 is seated on the further side part 21 and closes the between the further side part 22 and the further side part 21 formed space, which in the bricked state with the thermal barrier coating 8 is filled out.
  • the embodiment shown in FIG. 6 is a wall element for an outer wall, the U-shaped frame 1, a thermal barrier coating 8 and a two-legged consisting of the Kimmstein 9 and the masonry stone 7 Stone 20 has.
  • the Thermal insulation layer 8 is provided on the second side 6 of the back part 2 and is from Stone 20 enclosed. That in the extension of the side part 3 with the back part 2 connected further side part 21 closes flush with an outer edge 10 of the masonry stone 7 from.
  • the frame 1 shown in Fig. 6 one from the Side part 3 and the further side part 21 existing bearing surface, which extends over the entire width of the wall.
  • the masonry block 7 and the thermal barrier coating 8 sit on the other side part 21. It must therefore be in the manufacture of the wall element shown in Fig. 6 are not taken care that the bottom of the masonry stone 7 is flush with the side part 3.
  • the frames 1 shown in FIGS. 4 and 6 are not walled in Condition without the two-legged stone 20 and the thermal barrier coating 8 shown.
  • the further side part 21 of the in FIG. 6 or frame 1 shown in FIG. 10 which is flush with the masonry stone 7 completes, longer than the further side part 21 of the one shown in FIG. 4 or in FIG. 11 Frame is.
  • the frame 1 each has two parallel side parts 3, 4, which are U-shaped with the first Page 5 of the back part 2 are connected.
  • the space formed by the side parts 3, 4 is poured through the opening 16 when the ceiling is pulled in with concrete. After the concrete has solidified, the edge region of the concrete ceiling 17 is in the frame 1 added between the side parts 3, 4.
  • FIG. 7 is a wall element according to another preferred embodiment shown that connects a concrete ceiling 17 with a load-bearing inner wall.
  • the frame 1 of this wall element is shown in the non-bricked-in state in FIG. 12.
  • the wall element shown in FIG. 7 is between the support stone layer 18 of a lower one Storey and the existing masonry of the building blocks 19 of the next floor arranged and connects two sections of the concrete ceiling 17 with this load-bearing inner wall.
  • the frame 1 of the wall element shown in FIG. 7 is shown in the unwalled state in FIG. It can be seen that the frame 1 has a back part 2 and at least two parallel side parts 3, 4 which Are connected in a U-shape to the first side 5 of the back part 2.
  • the parallel side parts 3, 4 form the intermediate space with opening 16 for receiving the edge area the concrete ceiling 17.
  • another side part 22 is provided, which is connected to the back part 2.
  • the back part 2 is web-like trained so as not to interrupt the concrete ceiling 17.
  • a further side part 21 which in turn with the Back part 2 is connected.
  • the two further side parts 21, 22 are parallel to one another arranged.
  • the two further side parts form 21, 22 an intermediate space with opening 16 for receiving an edge area of the Concrete ceiling 17.
  • Prefabricated ceiling panels 24 are on the side parts 3 or 21 placed and cast into the frame 1.
  • the side parts 3, 4 and the further side parts 21, 22 are mirror-symmetrical to Rear part 2 arranged.
  • the side parts 4 and 22 can in the wall element shown in Fig. 7 with a Kimmstein 9 be connected.
  • the side parts 3 and 21 or the side parts 4 and 22 form two mutually parallel, flat surfaces. If the wall element shown in Fig. 7 on the horizontal and laid level stone layer 18, it is also automatically a horizontal and flat subsurface for the subsequent masonry, consisting of the stones 19, created.
  • FIGS two-part frame, consisting of two axisymmetric, U-shaped subframes, to realize.
  • Such a subframe could take the form of that shown in FIG Have frame 1.
  • All wall elements shown in FIGS. 1 to 7 can have ribs 13 which on at least one of the two side parts 3, 4 and / or at least one of the two Side parts 21, 22 are attached.
  • FIG. 8 is a longitudinal section through the wall elements shown in FIGS. 1 to 6 shown along the section line A-A.
  • Fig. 8 it can be seen that between the Side parts 3 and 4 two support parts 14 and 15 are provided.
  • These support parts 14, 15 can, for example, be plate-shaped and perpendicular to the rear part 2 stand. Other forms of training of these support parts 14, 15 are also conceivable.
  • FIG. 14 shows a perspective view of one of the preceding exemplary embodiments.
  • the elongated shape of the frame 1 can be seen.
  • Im bricked up State is a series of frames 1 in the longitudinal direction of that shown in FIG. 14 Frame 1 arranged side by side, the edge area of a concrete ceiling 17 over the length of the outer or inner wall.
  • the one shown in FIG. 14 Frame 1 is provided with a thermal barrier layer 8, which is between the other Side parts 21, 22 is arranged.
  • the masonry stone 7 can be arranged on the free surface of the the other side part 21, the masonry stone 7 can be arranged.
  • FIG. 15 shows a perspective view of a modification of that shown in FIG. 7 Wall element for an inner wall.
  • the frame 1 of the wall element shown in FIG. 14 does not have a back part 2 but two spaced apart support parts 14, 15. This support parts 14, 15 take over the support of the side parts 3, 4 and the further side parts 21, 22.
  • a support device which comprises both the rear wall 2 and the support parts 14, 15 can also be used.
  • a storey-high is first Wall created with a horizontal, level support stone layer 18.
  • This floor-to-ceiling Wall can be either an inside or an outside wall. Is it this Wall around an outer wall, in the next step, several wall elements according to one of the exemplary embodiments shown in FIGS. 1 to 6 with the support stone layer 18 bricked up. Care must be taken to ensure that opening 16 of the respective wall elements aligned with the intended position of the concrete ceiling 17 becomes.
  • the frame 1 of the Wall elements for receiving the edge area of the concrete ceiling 17 through the opening 16 is poured with concrete.
  • the opening 16 defining distance between the two side parts 3, 4 is chosen so that this distance corresponds to the thickness of the concrete ceiling 17, such as in Fig. 1 shown.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
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EP01107084A 2000-04-17 2001-03-21 Elément mural Withdrawn EP1148180A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10018979 2000-04-17
DE2000118979 DE10018979A1 (de) 2000-04-17 2000-04-17 Wandelement

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2861767A1 (fr) * 2003-10-31 2005-05-06 Rector Rupteur thermique pour plancher en beton, dalle prefabriquee equipee d'un tel rupteur thermique et procede de fabrication d'un plancher
FR2890990A1 (fr) * 2005-09-21 2007-03-23 Bouygues Batiment Ile De Franc Dispositif pour realiser une rupture thermique entre un plancher (ou un refend) et un mur contigu
FR3006350A1 (fr) * 2013-06-03 2014-12-05 Armand Francois Santonja Blocs de construction en materiaux isolants assurant l'isolation thermique et la liaison entre les planchers et les murs de refend interieurs et les murs exterieurs des batiments
GB2531658A (en) * 2014-10-20 2016-04-27 Atlantic Dev Ni Ltd A barrier means
EP3034711A1 (fr) * 2014-12-17 2016-06-22 puren GmbH Élement de coffrage de rive
RU199001U1 (ru) * 2020-03-19 2020-08-06 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Устройство для утепления наружной стены здания
RU199000U1 (ru) * 2020-03-19 2020-08-06 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Устройство для повышения теплозащитных качеств наружной стены здания
WO2024015870A3 (fr) * 2022-07-12 2024-04-04 Cold Summit Development LLC Ensemble poche à solive pour installation réfrigérée
US12104369B2 (en) 2022-07-12 2024-10-01 Cold Summit Development LLC Joist pocket assembly for a refrigerated facility

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20215780U1 (de) 2002-10-14 2002-12-19 Reinstein, Hartmut, 58802 Balve Bauelement zum Ausbilden einer Kimmschicht
DE102012018430B4 (de) * 2012-09-18 2014-09-25 Wienerberger Gmbh Verfahren zur Herstellung einer Wärmedämmung und Bauwerk mit einer Wärmedämmung

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FR2861767A1 (fr) * 2003-10-31 2005-05-06 Rector Rupteur thermique pour plancher en beton, dalle prefabriquee equipee d'un tel rupteur thermique et procede de fabrication d'un plancher
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FR3006350A1 (fr) * 2013-06-03 2014-12-05 Armand Francois Santonja Blocs de construction en materiaux isolants assurant l'isolation thermique et la liaison entre les planchers et les murs de refend interieurs et les murs exterieurs des batiments
GB2531658A (en) * 2014-10-20 2016-04-27 Atlantic Dev Ni Ltd A barrier means
GB2531658B (en) * 2014-10-20 2021-03-03 Atlantic Dev Ni Ltd A barrier means
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RU199001U1 (ru) * 2020-03-19 2020-08-06 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Устройство для утепления наружной стены здания
RU199000U1 (ru) * 2020-03-19 2020-08-06 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Устройство для повышения теплозащитных качеств наружной стены здания
WO2024015870A3 (fr) * 2022-07-12 2024-04-04 Cold Summit Development LLC Ensemble poche à solive pour installation réfrigérée
US12104369B2 (en) 2022-07-12 2024-10-01 Cold Summit Development LLC Joist pocket assembly for a refrigerated facility

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