EP0094067A2 - Elément de remplissage pour éléments de plancher ou de paroi - Google Patents

Elément de remplissage pour éléments de plancher ou de paroi Download PDF

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Publication number
EP0094067A2
EP0094067A2 EP83104510A EP83104510A EP0094067A2 EP 0094067 A2 EP0094067 A2 EP 0094067A2 EP 83104510 A EP83104510 A EP 83104510A EP 83104510 A EP83104510 A EP 83104510A EP 0094067 A2 EP0094067 A2 EP 0094067A2
Authority
EP
European Patent Office
Prior art keywords
packing
profiles
element according
packing element
webs
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP83104510A
Other languages
German (de)
English (en)
Other versions
EP0094067A3 (en
EP0094067B1 (fr
Inventor
Hubert Nägele
Albert Gau
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.)
Baugesellschaft Nagele & Co
Original Assignee
Baugesellschaft Nagele & Co
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 Baugesellschaft Nagele & Co filed Critical Baugesellschaft Nagele & Co
Publication of EP0094067A2 publication Critical patent/EP0094067A2/fr
Publication of EP0094067A3 publication Critical patent/EP0094067A3/de
Application granted granted Critical
Publication of EP0094067B1 publication Critical patent/EP0094067B1/fr
Expired legal-status Critical Current

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Classifications

    • 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
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/023—Separate connecting devices for prefabricated floor-slabs
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E04B5/06—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement with beams placed against one another optionally with pointing-mortar
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape
    • 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
    • E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements

Definitions

  • the invention relates to a filler element made of a heat and cold insulating material for ceiling or wall components made of hardenable materials.
  • an insulating body is provided over the entire length and also over the entire height of the block with undercut grooves, this insulating body being used before the module is manufactured, so that the concrete sections provided on both sides of this insulating body are positively connected to one another.
  • Such an embodiment is particularly disadvantageous because there is no direct connection between the load-bearing elements, namely the concrete.
  • a fatippoil hollow ceiling element is also known, in which fillers made of rigid foam are inserted between the upper and lower chord and form completely filled cavities in the ceiling element.
  • These individual packing elements must be firmly connected to the bottom chord after they have been manufactured before the spaces between the packing elements and the top chord are cast in. But it’s relatively difficult to hold such individual packing securely and inexpensively. This is even more difficult, in particular, if these packing elements are repeatedly interrupted in their longitudinal direction, in order to create cross connections in the concrete ceiling element.
  • the present invention has for its object to provide a packing element with which the disadvantages mentioned can be avoided and by which it is possible that several layers of insulating elements arranged side by side can be fixed safely and easily.
  • this is achieved by means of two or more filler body profiles which are arranged next to one another at a distance and, if appropriate, adjoin one another at a distance and which are connected to one another via webs to form one-piece filler body elements.
  • a filler element which integrally connects a plurality of filler body profiles which adjoin one another at a distance. It is thereby possible, depending on the need, to create correspondingly large filler elements which, owing to their size and design, can be easily attached and, moreover, do not pose any difficulties with fixing the position, as would be the case with individual, loose filler profiles.
  • the present invention results in practically plate-like packing elements which can be installed quickly and can be secured against buoyancy with little effort.
  • the filler element according to the invention is suitable both for inserting in the manufacture of the ceiling or wall elements or building blocks and for subsequent insertion in openings of such components and building blocks, in which case the corresponding openings are left out.
  • this is a very simple way of using packing elements.
  • the arrangement of webs between the individual filler profiles still ensures a sufficient continuous connection of the supporting material of the components, whether the filler element is inserted during the manufacture of the components or after the manufacture of the same.
  • the large-area, one-piece design proves to be particularly advantageous, since the introduced concrete can act as a load on the large packing element.
  • FIG. 1 shows an end view of a filler element
  • Figure 2 is a plan view of this packing element.
  • 3 shows a section along the line I - I in Fig. 2.
  • 4 shows an oblique view of a part of this packing element;
  • 5 shows the end regions of two adjoining ceiling components;
  • 18, 27 and 28 design variants of filler elements for ceiling components in plan view;
  • 29 shows an oblique view of a filler element for subsequent insertion into a hollow chamber module;
  • FIG. 30 shows an oblique view of a hollow chamber component which is prepared for inserting a filler element according to FIG.
  • 31 shows an oblique view of a filler element for insertion during the manufacture of a module
  • 32 shows an end view of a module with a filler element according to FIG. 31
  • a filler element 1 which consists of a heat and cold insulating material, that is, has a corresponding insulating property.
  • This packing element is used in ceiling or wall components 2 '.
  • ceiling or wall components are made of a hardenable material, so they mostly consist of concrete.
  • filler elements can be made of lightweight concrete, heavy for ceiling or wall construction elements concrete, aerated concrete, plastic or the like can be used in the same way.
  • the filler elements 1 consist of two or more spaced filler profiles 2, which are connected to one another via webs 3 to form one-piece filler elements 1.
  • a relatively large-area packing element is thus created, which can be installed quickly and is also easy to attach against buoyancy.
  • the cross section of the webs 3 is significantly smaller than the cross section of the filler profiles 2, so that despite the one-piece design of large-area filler elements 1 there is hardly any interruption in the lengthwise concrete sections between the filler profiles 2.
  • adjacent packing profiles 2 are connected to one another via at least two webs 3.
  • several webs are expediently provided, as can also be seen, for example, from FIG. 2.
  • the width can also be adjusted very easily, since individual packing profiles 2 can be separated in a simple manner. If continuous sections with special reinforcement and particular load-bearing capacity are provided, for example in a ceiling slab, the best option is to simply cut out a continuous filler profile so that a correspondingly wide concrete section with reinforcements can be provided.
  • the webs 3 adjoining on opposite sides of the filler body profiles 2 are at least partially offset from one another, so that when the length is cut off, a corresponding hold is given again and again.
  • the webs 3 are provided at the lower edge region of the filler profiles 2, so that the continuous support profiles between the individual filler profiles are not interrupted.
  • these webs 3 in the central region in relation to the height of the filler profile or at the upper edge thereof, in which case the webs 3 could end flush with the upper edge of the filler profile.
  • the webs 3 are expediently trapezoidal in cross section, which in particular contributes to simple manufacture.
  • Free-projecting webs 3 ′ are provided on the outer filler body profiles 2 and are equipped with connecting means for adjacent filler body elements 1.
  • a particularly simple design is provided if the freely projecting webs 3 'have hook-like projections 4 which point in opposite directions on opposite sides of the packing elements 1. As a result, the filler elements 1 adjoining one another overlap, so that lateral movement is prevented.
  • a mutual connection is also possible by inserting clamps which are inserted into the projecting webs 3 '.
  • clamps which are inserted into the projecting webs 3 '.
  • a special design of these freely projecting webs 3 ' can also achieve a positive connection with effectiveness in the longitudinal direction of the filler profiles.
  • FIGS. 1 and 2 A further design for the mutual locking of adjoining packing elements 1 is shown in FIGS. 1 and 2.
  • Corresponding elevations 5 and / or depressions 5 ' are provided at the front ends of the filler body profiles, which engage in a form-fitting manner when two filler body elements are joined together.
  • These elevations 5 or depressions 5 ' can of course have any conceivable cross-sectional shape.
  • the filler body profiles 2, seen in cross section, consist of a base body 6 and an attached bar 7, which is formed in one piece with the base body 6 and is narrower than the base body 6 8 created, which run approximately parallel to the plane of the packing element 1, thereby creating support surfaces for the poured concrete, so that the buoyant forces can be counteracted. Even during the filling of the concrete, a corresponding load on the packing elements used is created, since the concrete remains on these flat sections 8.
  • the strip 7 of the filler profiles 2 has on its upper side a groove, groove 9 or the like extending in the longitudinal direction thereof, into which, if necessary, heating tubes can be inserted.
  • plate-like extensions 10 can be provided on the upper edges of the bar. Characterized in that these plate-like extensions 10 follow one another at a distance, a large contact between a possibly inserted heating pipe and the surrounding concrete is created so that heat transfer is not hindered. In addition, such a configuration ensures that the heat is given off in particular upwards, since the area underneath is stripped by the filler profiles 2.
  • one or more depressions 11 and / or corresponding elevations running transversely to the longitudinal extent of the filler body profiles 2 can be provided on the plate-like extensions 10.
  • the plate-like extensions 10 can be arranged in pairs at a distance from one another. But there is also the possibility to arrange these in a staggered manner in order to create a continuous support. In the arrangement of a plurality of filler profiles 2 lying parallel to one another, there is also the possibility of arranging the pairs of extensions 10 of successive filler profiles 2 offset from one another, so that the reinforcement then rests on extensions 10 of every second filler profile.
  • the base body 6 of the filler body profiles 1 is designed as a U-profile which is open at the bottom. This makes it possible to create a cavity in which lines can be used, for example for the electrical power supply, even after the production of ceiling or wall components.
  • transverse ribs 12 are inserted at a distance from one another, which leave a passage 13 open downwards in the middle region.
  • a plate-like filler element which is characterized by simple prefabrication, can be installed quickly and can be secured against buoyancy with little effort.
  • Concrete building elements with packing elements are usually manufactured using soft concrete, so there is only a small amount of noise during compaction.
  • the prefabrication of the packing elements is advantageously carried out in conventional production machines for EPS rigid foam.
  • the simplest version is the production from a one-piece casting.
  • gluing these packing elements individual filler profiles and webs or by other connecting elements to form a one-piece structure is also possible.
  • the shape of the packing elements can be adapted to the static requirements and can therefore be used in all conventional concrete components.
  • a connecting reinforcement between the lower and upper reinforcement layer can be dispensed with under normal stress on a wall or ceiling component.
  • the displacement bodies can be used in unreinforced, prestressed or slack-reinforced concrete parts.
  • FIG. 5 shows how such packing elements are inserted into a ceiling component 2.
  • the reinforcement 14 of the lower flange is provided below the filler element and an upper reinforcement 14 'can be used above the filler element.
  • niches are created, in which the reinforcing bars 14 in the form of z.
  • bracket-like eyelets 15 so that a good connection of adjacent ceiling components 2 can be created by subsequent casting of these niches 16. Since the packing elements go through in the entire longitudinal direction of the concrete structural elements 2, it is possible in a simple manner to subsequently insert electrical lines, heating pipes or the like.
  • FIGS. 6 to 11 different cross-sectional embodiments of packing elements are shown.
  • all filler profiles have the same cross-section and are connected to one another by webs 3, or else filler profiles 2 of different cross-sections can be arranged next to one another, as can be seen from the figures mentioned.
  • the filler profiles there is also the possibility of designing the filler profiles as hollow profiles with one or more cavities 17 which are continuous in the longitudinal direction.
  • transverse ribs 12 in these embodiments in order to stiffen the filler body profiles accordingly.
  • the appropriate cross-sectional shape can therefore be selected as required.
  • FIG. 12 An embodiment can be seen from FIG. 12 in which the filler body profiles 2 are comb-like in cross section with a plurality of longitudinal ribs 18 running approximately parallel and at a distance from one another.
  • attached strips 7 can be provided, which can be used to put on heating pipes and / or to put on a transverse reinforcement.
  • FIGS. 13 to 17 and 19 to 26 there is a wide range of possible variations in order to provide different cross-sectional shapes of the filler body profiles depending on the requirements and the intended use. It is only essential and important that two or more such filler profiles are provided, which are connected to one another by webs to form an integral filler element.
  • FIG. 18 it is shown that an adjustment is made precisely by the present invention possibility of the most diverse forms of components is given.
  • the shape of a component 19 is indicated by a dashed line.
  • the individual filler profiles can have different shapes, both in plan view and in cross section, so that there is an adaptation to all possibilities.
  • it is essential that the individual filler profiles are integrally connected to one another by webs 3.
  • FIGS. 27 and 28 Further such variants can also be found in FIGS. 27 and 28. It is shown here in FIG. 27 that filler profiles 2 of different widths can be arranged in succession. 28 shows that there is a variety of special possibilities for creating a filler element in a manner adapted to particular shapes of components.
  • a wide variety of shapes of filler profiles can be connected to one another by webs 3. It is also shown here that within a single packing element the packing profiles arranged in a line do not have to run continuously, but can also be interrupted. With such an arrangement, it is expedient if the interruptions 20 formed are arranged offset from one another in adjacent rows of packing profiles. Of course, it is also possible to arrange these interruptions 20 at successive rows of filler profiles at the same height, in which case continuous concrete ribs can then be created.
  • FIG. 29 shows an embodiment of a filler element 21 which can be inserted into a prefabricated building block 24.
  • the individual filler profiles 22 are connected to one another by webs 23, these webs 23 are arranged on the upper edge region of the filler body profiles 22 and are preferably flush with the upper edge thereof.
  • the filler body profiles have an approximately rectangular cross section
  • the webs 23 can taper slightly downwards in this embodiment, that is to say they have an approximately trapezoidal cross section, in order to ensure easier insertion.
  • FIG. 30 shows a module 24 which is prepared for the subsequent insertion of a filler element according to FIG. 29.
  • the corresponding cavities 25 are created in this module 24 and, in addition, transverse grooves 26 are provided on the upper side of the module 24 for engaging the webs 23 of the filler element 21. It is particularly advantageous if practically several filler profiles lying in different planes can be inserted from a single component, since not only the mechanical or manual feeding, but also the insertion can be done much easier.
  • the filler profiles 22 can be divided in their longitudinal direction into several individual plate parts, which are then in turn connected by webs 23, which thus run in the longitudinal direction of these filler profiles 22.
  • the interruptions 27 between the individual sections of the filler body profiles 22 are offset from one another in the different planes are so that heat or cold bridges can be prevented.
  • FIG. 31 shows an embodiment of a filler element 21 which is designed similarly to that according to FIG. 29.
  • the webs 23 are arranged between the filler profiles 22 in the central region in relation to the height thereof and not at the upper edge thereof as in the arrangement according to FIG. 29.
  • Such an embodiment is provided if the filler element 21 is already inserted into the mold before the building block is manufactured, whereupon the concrete or the other hardenable mass is then filled in. It is then ensured that the individual sections of the filler profiles 22 and also the filler profiles 22 remain at a fixed distance from one another and thus assume the desired position within the mold until the mold is completely filled, so that it does not pose any problems with such a design Packing elements to produce building blocks.
  • sections 28 can be provided which only lead over part of the height of the remaining packing profiles. This ensures that above and below this section 28 there is a continuous connection of the poured, load-bearing material and, on the other hand, additional thermal insulation over a large part of the height is ensured, particularly in the area of the joints between the individual insulating layers.
  • the upper and lower sections are tapered at the top and / or at the bottom and, for example, have a triangular or arched cross section, or also how shown in Fig. 31, carried out with an approximately trapezoidal termination.
  • the webs 23 can also have the same cross-sectional shape.
  • the present invention therefore not only creates a very effective insulation option for ceiling or wall components with a large surface area, but a filler element according to the invention is also particularly suitable as an insulation insert for building blocks.
  • a prefabricated filler element can be created, which can be used in one piece in the building block either during manufacture or afterwards.
  • the connecting webs can be shaped in such a way that they cause the least possible displacement of concrete when cast in during manufacture.
  • the present invention provides a possibility of providing a plurality of insulating inserts aligned parallel to one another despite maintaining a stable block structure, so that a high insulating performance, a high load-bearing capacity, a high level of sound insulation and good economic efficiency can be achieved while fulfilling all building physics requirements.
  • the 32 shows a module 24 in which a filler element according to FIG. 31 is inserted.
  • the webs 23 provided between the individual filler profiles 22 can also be seen here.
  • the height of the filler profiles 22 is greater than the height of the component 24, so that these filler profiles 22 protrude from the top of the component 24.
  • protruding strips 28 are provided on the lateral edges of the module, which are attached to correspond approximately to the height of the projecting regions of the filler profiles 22.
  • protruding strips 28 are provided on the lateral edges of the module, which are attached to correspond approximately to the height of the projecting regions of the filler profiles 22.
  • Such a configuration with protruding filler profiles 22 permits the production of building blocks 24, which no longer have to be turned over during the bricking.
  • the filler profiles protrude practically by the mortar joint thickness.
  • FIGS. 29 and 30 show a top view of various embodiments of building blocks 24, in which filler elements are used, which either fill all the cavities or a part of the cavities.
  • the representation is chosen so that the webs 23 are arranged in the middle area in relation to the height of the filler body profiles 22 and are therefore already cast in during the manufacture of the building blocks.
  • building blocks and packing elements can of course be designed, in which the packing elements are subsequently inserted into the cavities formed in a building block 24, as was explained, for example, with reference to FIGS. 29 and 30.
  • the measures according to the invention make it possible, in particular, to use filler profiles which decrease in thickness from the outside inwards in the case of a block 24, so that an optimal adaptation to the temperature profile is possible.
  • this also gives the possibility of providing correspondingly more concrete material and less insulation material on the inside of a building block 24, so that there is a particularly high load-bearing capacity, particularly in the area of the ceiling covering.
  • the individual filler profiles which are arranged next to one another at a distance, can also have the same thickness, so that there is therefore an individual possibility of adaptation.
  • the individual filler profiles 22 can also have other cross-sectional shapes in deviation from a rectangular cross-sectional shape.
  • the shape shown in FIG. 38, in which the filler profiles 22 become narrower from the center towards both ends, will have a positive effect particularly in the manufacture of the filler element and also when the concrete is poured into the mold.
  • FIG. 39 shows that the individual filler profiles 22 have an approximately trapezoidal cross-sectional shape.
  • the individual filler profiles 22 have the same cross section, but successive filler profiles are rotated by 180 ° or follow one another in mirror image.
  • filler profiles 22 are again provided, which are shown here in a top view, these filler profiles 22 being connected to one another by webs 23.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
EP19830104510 1982-05-12 1983-05-07 Elément de remplissage pour éléments de plancher ou de paroi Expired EP0094067B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT1867/82 1982-05-12
AT186782A ATA186782A (de) 1982-05-12 1982-05-12 Fuellkoerperelement fuer decken- oder wandbauelemente

Publications (3)

Publication Number Publication Date
EP0094067A2 true EP0094067A2 (fr) 1983-11-16
EP0094067A3 EP0094067A3 (en) 1984-02-08
EP0094067B1 EP0094067B1 (fr) 1986-09-10

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ID=3522712

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19830104510 Expired EP0094067B1 (fr) 1982-05-12 1983-05-07 Elément de remplissage pour éléments de plancher ou de paroi

Country Status (3)

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EP (1) EP0094067B1 (fr)
AT (1) ATA186782A (fr)
DE (1) DE3366003D1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1726732A1 (fr) 2005-05-20 2006-11-29 Przedsiebiorstwo Produkcyjno Handlowo Uslugowe Jacek Sukiennik Bloc de construction
WO2019038121A1 (fr) * 2017-08-21 2019-02-28 Universität Duisburg-Essen Corps creux en béton à base d'aérogel haute performance
WO2021040550A1 (fr) * 2019-08-30 2021-03-04 Trzaskoma Malgorzata Maçonnerie isolante phonique et thermique dotée d'une partie centrale isolante
CN112576302A (zh) * 2020-11-24 2021-03-30 河南理工大学 一种防跑浆提高充填效果的隔断膏体充填方法
CN114961025A (zh) * 2022-06-28 2022-08-30 山东取德建筑材料股份有限公司 一种装配式防开裂轻质复合墙板

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1011199A (fr) * 1948-12-23 1952-06-19 Mur
DE1278087B (de) * 1965-03-05 1968-09-19 Artur Fischer Betonbauelement mit eingegossenen Hohlkoerpern
FR2044314A6 (en) * 1969-05-16 1971-02-19 Veran Costamagna Et Cie Polystyrene cored panels for light partitions
FR2050208A1 (fr) * 1969-07-01 1971-04-02 Deloupy Guy
FR2119823A1 (fr) * 1970-12-02 1972-08-11 Jacqmin Jules
FR2259956A1 (fr) * 1973-09-20 1975-08-29 Stout Robert
AT352602B (de) * 1977-05-04 1979-09-25 Magerle Innovation Vorrichtung zur automatischen fertigung bausteinen aus beton

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1011199A (fr) * 1948-12-23 1952-06-19 Mur
DE1278087B (de) * 1965-03-05 1968-09-19 Artur Fischer Betonbauelement mit eingegossenen Hohlkoerpern
FR2044314A6 (en) * 1969-05-16 1971-02-19 Veran Costamagna Et Cie Polystyrene cored panels for light partitions
FR2050208A1 (fr) * 1969-07-01 1971-04-02 Deloupy Guy
FR2119823A1 (fr) * 1970-12-02 1972-08-11 Jacqmin Jules
FR2259956A1 (fr) * 1973-09-20 1975-08-29 Stout Robert
AT352602B (de) * 1977-05-04 1979-09-25 Magerle Innovation Vorrichtung zur automatischen fertigung bausteinen aus beton

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1726732A1 (fr) 2005-05-20 2006-11-29 Przedsiebiorstwo Produkcyjno Handlowo Uslugowe Jacek Sukiennik Bloc de construction
WO2019038121A1 (fr) * 2017-08-21 2019-02-28 Universität Duisburg-Essen Corps creux en béton à base d'aérogel haute performance
WO2021040550A1 (fr) * 2019-08-30 2021-03-04 Trzaskoma Malgorzata Maçonnerie isolante phonique et thermique dotée d'une partie centrale isolante
CN112576302A (zh) * 2020-11-24 2021-03-30 河南理工大学 一种防跑浆提高充填效果的隔断膏体充填方法
CN112576302B (zh) * 2020-11-24 2022-08-30 河南理工大学 一种防跑浆提高充填效果的隔断膏体充填方法
CN114961025A (zh) * 2022-06-28 2022-08-30 山东取德建筑材料股份有限公司 一种装配式防开裂轻质复合墙板
CN114961025B (zh) * 2022-06-28 2023-10-27 山东取德建筑材料股份有限公司 一种装配式防开裂轻质复合墙板

Also Published As

Publication number Publication date
EP0094067A3 (en) 1984-02-08
DE3366003D1 (en) 1986-10-16
ATA186782A (de) 1989-08-15
EP0094067B1 (fr) 1986-09-10

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