WO1997040239A1 - Wandplatte für die herstellung von wänden - Google Patents
Wandplatte für die herstellung von wänden Download PDFInfo
- Publication number
- WO1997040239A1 WO1997040239A1 PCT/AT1996/000076 AT9600076W WO9740239A1 WO 1997040239 A1 WO1997040239 A1 WO 1997040239A1 AT 9600076 W AT9600076 W AT 9600076W WO 9740239 A1 WO9740239 A1 WO 9740239A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- wall
- lightweight concrete
- thinner
- wall plate
- panels
- Prior art date
Links
- 239000004567 concrete Substances 0.000 claims abstract description 138
- 239000004568 cement Substances 0.000 claims abstract description 11
- 238000005192 partition Methods 0.000 claims abstract description 9
- 235000013311 vegetables Nutrition 0.000 claims abstract description 5
- 239000006260 foam Substances 0.000 claims abstract description 4
- 239000008262 pumice Substances 0.000 claims abstract description 4
- 239000004927 clay Substances 0.000 claims abstract description 3
- 230000001070 adhesive effect Effects 0.000 claims description 22
- 239000000853 adhesive Substances 0.000 claims description 20
- 238000000034 method Methods 0.000 claims description 20
- 238000004519 manufacturing process Methods 0.000 claims description 19
- 239000004570 mortar (masonry) Substances 0.000 claims description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 16
- 239000000463 material Substances 0.000 claims description 13
- 239000000835 fiber Substances 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 10
- 239000010410 layer Substances 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 9
- 239000002985 plastic film Substances 0.000 claims description 8
- 229920006255 plastic film Polymers 0.000 claims description 8
- 239000010440 gypsum Substances 0.000 claims description 7
- 229910052602 gypsum Inorganic materials 0.000 claims description 7
- 210000002105 tongue Anatomy 0.000 claims description 7
- 238000005253 cladding Methods 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 239000004793 Polystyrene Substances 0.000 claims description 5
- 238000006073 displacement reaction Methods 0.000 claims description 5
- 229920002223 polystyrene Polymers 0.000 claims description 5
- 239000002023 wood Substances 0.000 claims description 5
- 239000000945 filler Substances 0.000 claims description 4
- 229910001562 pearlite Inorganic materials 0.000 claims description 3
- 239000012790 adhesive layer Substances 0.000 claims description 2
- 229920006329 Styropor Polymers 0.000 abstract 1
- 239000010451 perlite Substances 0.000 abstract 1
- 235000019362 perlite Nutrition 0.000 abstract 1
- 230000008961 swelling Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 9
- 210000001503 joint Anatomy 0.000 description 9
- 238000009489 vacuum treatment Methods 0.000 description 8
- 239000003292 glue Substances 0.000 description 6
- 239000008199 coating composition Substances 0.000 description 5
- 238000009413 insulation Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
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- 239000010959 steel Substances 0.000 description 4
- 238000000576 coating method Methods 0.000 description 3
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- 238000001035 drying Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 239000003351 stiffener Substances 0.000 description 3
- 229920006328 Styrofoam Polymers 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 239000011093 chipboard Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
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- 239000008261 styrofoam Substances 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 240000007711 Peperomia pellucida Species 0.000 description 1
- 235000012364 Peperomia pellucida Nutrition 0.000 description 1
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- 235000005824 Zea mays ssp. parviglumis Nutrition 0.000 description 1
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- 239000003063 flame retardant Substances 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
Definitions
- the invention relates to a wall panel for the production of walls, in particular partition walls, which contains a lightweight concrete panel, which consists of aggregates bound with cement paste, such as gas concrete, vegetable light or hollow bodies, polystyrene, foam, pumice, expanded clay, pearlite or the like. is composed.
- cement paste such as gas concrete, vegetable light or hollow bodies, polystyrene, foam, pumice, expanded clay, pearlite or the like. is composed.
- Known wall panels for example for the production of partitions, consist of plasterboards. Chipboard or bricks as well as from plasterboard stand segments. Lightweight concrete building boards are also used in various formats for the production of walls or partitions.
- the object of the invention is to provide a wall plate of the type mentioned, which is simple to manufacture and easy to assemble into a wall.
- Another object of the invention is to provide a very light wall panel, which, however, no longer needs to be plastered over the entire surface after it has been built up to form a wall.
- Another object of the invention is to provide a wall plate which, despite its lightness, offers the possibility of providing reinforcement measures so that the strength of a conventional wall can be achieved.
- this is achieved in that a thinner plate is glued to one or both side surfaces of the lightweight concrete slab.
- the wall panel which is therefore very light, does not require a full plastering layer after it has been installed, but only a covering of the joints.
- the required heat or sound insulation results from the lightweight concrete core itself.
- the connection of the lightweight concrete core with the thinner panels also results in further advantageous effects.
- the core made of lightweight concrete has an additional effect in addition to its heat and sound-insulating properties, it is also fire-retardant and meets the requirements of a very high fire protection class.
- the thinner plates result in an extraordinarily high section modulus of the wall plate due to the spacing from the neutral fiber.
- the wall panels according to the invention have proven to be exceptionally stable, so that very heavy objects can also be fastened, for example by means of screws.
- the thinner plate consists of plasterboard, gypsum fiber, hard fiber, fiber cement or wood chip.
- the wall plate can have a bulk density in the range from 0.15 kg / 1 to 0.8 kg / 1.
- Another feature of the invention can be that the thinner panels are congruent with the lightweight concrete panel, and that the thinner panels on both sides of the lightweight concrete panel are stuck in a first direction normal to a side edge of the lightweight concrete panel, so that a groove-like in the displacement direction Cavity is formed by the projecting thinner plate parts and on the opposite edge in the opposite direction a spring-like projection is formed by the projecting part of the lightweight concrete slab, the resulting grooves and tongues of two wall panels can be inserted into one another.
- the congruent, thinner plates are additionally offset in a second direction perpendicular to the first.
- wall panels that can be plugged together in both the horizontal and vertical directions can be produced, with which a very good composite effect can be achieved.
- the thinner panels are projectingly glued on both sides of the lightweight concrete panel and along several side edges, so that grooves are formed along these side edges.
- Such designed slabs can be placed hand to hand, so that there are double grooves that can be filled with concrete, mortar or the like.
- the thinner panels are congruent with the lightweight concrete panel, and that one of the thinner panels on one side of the lightweight concrete panel is offset in a first direction normal to a side edge of the lightweight concrete panel and the opposite panel in the first Is stuck in the opposite direction offset, so that in the displacement direction and in the opposite direction each have an open on one side groove-like projection by the thinner plate parts projecting in the opposite direction, the resulting grooves of two wall plates can be brought into engagement.
- the lightweight concrete slab has a preferably continuous recess into which filler material, e.g. Heavy concrete, and / or a reinforcement and possibly installation material can be introduced.
- filler material e.g. Heavy concrete, and / or a reinforcement and possibly installation material
- the low specific weight of the lightweight concrete core can thus be used without there being a disadvantage in terms of strength.
- a filling with heavy concrete can be reinforced with steel reinforcement.
- the recesses can also accommodate installed installation material during the manufacture of the wall panels, which can be used to avoid re-opening the wall after its completion. It can be provided that the installation material is formed from electrical or gas or water pipes
- the recesses in the lightweight concrete slab are branched. With this type of recess, a net-like structure can be achieved in the built-up wall, which, when filled with concrete or other reinforcements, enables particular stability.
- the invention further relates to a method for producing a wall, in which individual wall panels are put together.
- Such methods are known which are formed from individual wall panels, which are then plastered or clad with panels.
- Light-wall construction methods are also known in which sheet steel profiles are mounted beforehand, which are then clad with plasterboard or the like. Rock wool is inserted into the cavities for airborne sound insulation and thermal insulation.
- the object of the invention is to provide a method of the type mentioned above, in which a simple and quick installation of the wall can be carried out without the need for trained specialist personnel.
- the wall can be securely anchored without the need for complicated scaffolding.
- the invention further relates to a method for producing a wall plate.
- the object of the invention is to enable the production of a wall plate according to the invention without a long drying time, so that the usual drying times do not impede the series production process.
- this is achieved in that a layer of adhesive, such as mortar, adhesive or the like, is applied to the lightweight concrete panel, then the thinner panel is positioned on the adhesive layer and then the bonded wall panel by means of an airtight covering, e.g. a plastic film or a rubber mat is covered, and that the air volume located under the cladding is subjected to a vacuum for a predetermined period of time.
- a layer of adhesive such as mortar, adhesive or the like
- the adhesive is pressed into the pores of the lightweight or gas concrete of the lightweight concrete slabs.
- excess water is removed from the adhesive mortar.
- This dehydration gives the pressed adhesive mortar an unexpectedly good, instantly achievable adhesive effect, which e.g. can start after a second.
- the adhesive can retrieve the crystal water required for it from the lightweight concrete.
- the invention relates to a method for curing lightweight concrete.
- the object of the invention is to accelerate the hardening of lightweight concrete in such a way that the waiting times which obstruct the work teams are eliminated.
- the lightweight concrete to be hardened is covered by means of an airtight covering, for example a plastic film or a rubber mat. and that the air volume located under the cladding is subjected to a vacuum for a predeterminable period of time.
- an airtight covering for example a plastic film or a rubber mat.
- the invention further relates to a method for curing a heavy concrete layer applied to lightweight concrete.
- the object of the invention is to accelerate the hardening of heavy concrete in such a way that the waiting times which hinder the work teams are eliminated.
- this is achieved in that the heavy concrete layer by means of an airtight covering, e.g. a plastic film or a rubber mat. and that the air volume located under the cladding is subjected to vacuum.
- an airtight covering e.g. a plastic film or a rubber mat.
- Another object of the invention is to provide a panel fastening element for fixing wall panels made of lightweight concrete, which allow a very stable attachment of the individual wall panels to a mounting surface, while still allowing mobility of the wall panels in the event of building fluctuations.
- an angular element with a first angular surface can be driven into a wall plate on the end face, in that a second angular surface is provided which forms a stop on the end face of the wall plate, and in that a third angular surface defines a surface on a fastening surface, preferably the ceiling, is formed, the three angular surfaces each being at right angles to one another.
- a fastening element designed in this way can be driven with its first angular surface into the end face of the lightweight concrete wall panel, so that it is held therein, but can be displaced in the direction parallel to its surface. Since EPS lightweight concrete is not brittle, this angular surface can be knocked in without problems up to the stop of the second angular surface without the wall panel being destroyed.
- the third angular surface is used for fastening on the fastening surface. In the event of vibrations in the building, the wall plate can move along the first angular surface without that the fastener must carry them out. This prevents the formation of cracks in the joint area.
- the third angular surface has two spaced screw openings for the passage of fastening screws, which are spaced apart approximately at a distance that is greater than four times the thickness of the wall plate.
- the wall plate can be securely fastened without the screws being torn out.
- FIG. 1 shows a wall plate according to the invention in oblique view
- FIG. 4 shows a wall composed of wall panels according to the invention
- Fig. 7 shows an embodiment of a wall plate according to the invention in the up, side and
- FIG. 8 shows a wall plate according to the invention with recesses in partial section
- Fig. 9 and 10 stiffeners for a wall plate according to the invention in an oblique view.
- Fig.1 1 shows another embodiment of a wall plate according to the invention in oblique view
- Figure 12 shows the embodiment of Figure 12 in plan in the assembled state
- Wall panels 1 according to the invention can consist of lightweight concrete, such as gas concrete or the like, or of vegetable lightweight or hollow bodies which are bound by means of glue or cement paste. They can also be made from lightweight concrete with polystyrene aggregates or mixtures of polystyrene aggregates with the aforementioned others
- Lightweight concrete aggregates, foam concrete or the like, pumice concrete, expanded concrete or pearlite concrete or combinations can be formed.
- Gypsum-bonded instead of cement-bound EPS (styrofoam) particles can also serve as the basis for the production of the lightweight concrete.
- the additives can be heat-treated, especially sintered Polystyrene foam particles or formed by expanded vegetable substances such as puffed rice, puffed corn or the like.
- the wall panels can be in handy formats, such as Made in x 0.5 m or 60cm x 30cm, in wall thicknesses of up to 15cm for partition walls or as space-enclosing, possibly resilient walls with wall thicknesses of the panels that are larger than 15 cm.
- Floor-to-ceiling panels according to the invention are also suitable for taking advantage of the invention. Appropriate hoists must then be available at the construction site.
- Wall panels 1 according to the invention made of lightweight concrete can have bulk densities in the range from 0.15 kg / liter to 0.8 kg / liter and are made by gluing the lightweight concrete core 3 on the outside or the inside, preferably on both sides, with thinner panels 2, such as plasterboard panels, gypsum fiber panels (Fermacell), hardboard or chipboard in the manner according to the invention. It is particularly advantageous if the panels 2 to be glued, such as gypsum fiber or plasterboard panels or the like, are in the same format, or are smaller by the joint width to be achieved, such as the aforementioned lightweight concrete wall panel, and are each shifted up and down by a few centimeters are also laterally displaced by the same amount on the lightweight concrete wall plate glued.
- the thinner slabs 2 preferably have a smaller thickness than half the thickness of the lightweight concrete wall slab.
- Methods for producing walls can therefore be simplified according to the invention by designing wall plates 1 (FIGS. 1, 2, 4, 7) that are prefabricated according to the invention so that they can be plugged into one another and glued. Subsequent backfilling with insulation materials is therefore no longer necessary, because the lightweight concrete core 3 already consists of lightweight insulation materials such as polystyrene concrete or Prottelith lightweight concrete, etc. On top of that, the lightweight concrete core 3 gives the plate 2 additional strength. In addition, with the lightweight concrete core 3 and the thinner plates 2, grooves 4 (FIG. 2), or springs 5 (FIG. 3, FIG. 4) are formed.
- the thinner plates 2, 2 ' are congruent with the lightweight concrete core 3.
- One of the thinner slabs 2 is normal to a side edge of the on a side of the lightweight concrete slab 3 in a first direction
- the resulting grooves 4 'of two wall plates being engageable, as can be seen in FIG. 12.
- the wall panels do not have to be pushed into each other on the face side, but can be laid against one another laterally and then fixed.
- a sheet metal strip 91 can be hammered in between the gap between the wall panels lying against one another.
- a fastening element for wall plates is shown for the purpose of fastening each wall plate 3 on the ceiling 80 of a room.
- An angular element with a first angular surface 75 can be driven into a wall plate 3 on the end face, a second angular surface 77 being provided which forms a stop on the end face of the wall plate, so that the first angular surface can be hammered into the lightweight concrete to a certain depth. Due to the very low brittleness of lightweight EPS concrete, the angular surface is knocked in without damaging consequences for the wall plate. Due to the angular surface, the wall plate remains movable in relation to the fastening element even when the building fluctuates.
- Another third angular surface 76 of this fastening element represents a surface to be fixed on the ceiling 80, the three angular surfaces 75, 76, 77 each being at right angles to one another.
- a distance between the ceiling and the upper edge of the wall plate should preferably be maintained from 3 to 10 mm so that any fluctuations in the ceiling can be absorbed.
- the fastening element is preferably bent from sheet metal, the angular shape in FIG. 14 being formed by forming an incision 81 from which the three angular surfaces can be bent.
- the third angular surface 76 has two spaced-apart screw openings for the passage of fastening screws, which are spaced apart approximately at a distance which is greater than four times the thickness of the wall plate. This large distance between the screw holes enables the wall plate to be securely fastened without the fastening element being able to be released from its screw connection by lever action. This dimensioning of the screw hole spacing can, however, also be chosen to be any larger.
- FIG. 5 Vertical or horizontal stiffeners 7 (FIG. 5) or 6 (FIG. 6) can also be inserted into the grooves 4 of the exemplary embodiment according to FIG. 2.
- the outer sides of the lightweight concrete panels 3 are glued to thinner panels 2 that can be papered.
- the panels 2 are preferably plasterboard or Fermacell panels, or in the case of external walls, Eternit panels (fiber cement panels) or the like. weatherproof panels.
- the lightweight concrete cores 3 of the wall panels 1 can have recesses 11 which are filled with heavy concrete 12 after the wall panels 1 have been installed. Reinforcements 13, as rods or as baskets, can also be used.
- the recesses 11 can - not shown in the drawing - also be designed obliquely or branching, so that the filling concrete according to FIG. 8 results in a truss or concrete lattice formed in the interior of the wall.
- Additional grooves 4 or grooves 4 which are formed on their own can also be filled with heavy concrete - also reinforced.
- double grooves which result from the man-to-man slabs shown in FIG. 2, can be filled with concrete or the like, or also with walls produced in droves (not shown), with mortar or concrete.
- bearing joints 14 can be reinforced in the case of a sheet-like construction - as shown in FIG. 4 - similarly to gas concrete construction by means of band grid reinforcements embedded in adhesive mortar (this reinforcement of the bearing joints is not shown in the drawing).
- 3 pieces of wood 15 can be inserted into the lightweight concrete cores in order to be able to securely screw heavy loads, e.g. Wash basins, toilet bowls, or the like.
- Press plate profiles 6 in FIG. 6, or wooden sills 7 in FIG. 5 can also be used to reinforce the wall systems.
- the wall thicknesses can be selected as follows for interior partitions: plasterboard 2 with 9.5 mm, 12 mm or 15 mm and lightweight concrete cores 3 with 6 cm, 8 cm, 10 cm, 12 cm, so that partitions with 8 cm, 10 cm, 12 Allow cm to 15 cm to be prefabricated as standard.
- the profiles 6 (Fig. 6) or 7 (Fig. 5) can be easily attached to the ceiling and floor.
- the lightweight concrete cores 3 can already be provided with grooves 18 (FIGS. 1 and 4) in order to be able to introduce installations. If no metal profiles are used and if no heavy concrete pouring has taken place, it is entirely possible with the method according to the invention to saw out various wall openings only after the walls have been installed. According to FIG. 3, however, the lightweight concrete core 3 itself can also have openings.
- the methods according to the invention for erecting walls are also particularly suitable for the roof extension because the components: plasterboard, EPS lightweight concrete and plasterboard are fire-proof.
- the good lambda value of the thermal conductivity of EPS concrete e.g. 0.06 W / mK with previously sintered polystyrene foam aggregate - the styrofoam portion is heat treated so that the grain surfaces melt and "glaze" - with bulk densities of only 0.25 kg per liter, good k values even with very thin walls.
- the good airborne sound insulation of the systems according to the invention is also important for the interior.
- a main advantage of the method according to the invention is that walls which can be papered can be produced in a straightforward manner at low cost, in particular the handyman, in contrast to walls which are to be bricked and only then to be plastered, can work himself without the need for expensive bricklayers.
- the handyman does not need to be a steel profile stud wall specialist either. Therefore, he will be able to preferably use the push-in wall adhesive method according to the invention for paperable walls.
- the dead weights of the partition wall panels can also be kept very low, because on the one hand with thin plasterboard panels and with light EPS concrete, e.g. Gross density about 0.25, can be worked.
- the plasterboard is glued to the EPS concrete either with plasterboard mortar or with foam glue.
- plates as described which do not have a tongue and groove design can also be used.
- the board formats are often to be chosen advantageously so that entire boards, for example 75 cm x 37.5 cm, can be combined with half boards, for example 37.5 cm x 37.5 cm, in order to be able to stagger butt joints.
- plates of 18.75 cm x 37.5 cm or 18.75 cm x 75 cm can also be used advantageously.
- elements glued on one side with thin panels are sensible to manufacture if the installations are first inserted into the lightweight concrete, only to then glue on the thin panels such as plasterboard or the like in order to cover the installation ducts.
- the wall system makes it clear that high-quality, paperable walls can be produced in the simplest way.
- the butt joints must be closed beforehand using fillers.
- the joint width should preferably be a few millimeters e.g. Be 4-5 mm wide.
- the procedure according to the invention is as follows: that e.g. Gypsum plasterboard or the like. And / or the base body can be provided with cheap construction adhesive mortar. The gypsum plasterboard or the like is then positioned on the base body, the base body preferably being positioned horizontally or standing.
- the problem now is that the so freshly glued base body can not be moved and stacked immediately after leaving the production area, because the freshly glued plasterboard or the like would slip if no expensive cumbersome to dispense and supply quick glue are used.
- the procedure according to the invention is such that the freshly glued element covered by means of a vacuum pump, plastic skin or rubber mat or the like is pressed together by suction of the air by means of the atmospheric air pressure.
- the adhesive mortar - it is a cheap cement or gypsum-based mortar, possibly with a plastic coating similar or the same as tile adhesive or full heat protection adhesive mortar - is pressed into the pores of the lightweight or gas concrete of the lightweight concrete wall panels.
- any excessively dehydrated glue can gradually become necessary after the vacuum treatment has ended, after the finished element has been deposited and stacked Retrieve water of hydration (crystal water) from the lightweight concrete part and to a small extent also from the plasterboard or the like. This ensures that the construction adhesive does not evaporate or suffer from a lack of water.
- a device for smaller plate formats costs about 10% of a medium-sized car and weighs about 40 kg and is only 75x 60 x 40 cm in size.
- this device vacuum pump
- this device can also be used advantageously for the fully automatic production of such elements, especially since the finished elements can be lifted off immediately after vacuum treatment using a suction cup.
- the elements can be stacked on the sales pallet immediately without intermediate storage. This eliminates all very expensive ripening storage facilities and the associated transport installations. In this way, such elements can be produced in a cycle of a few seconds using automated robots.
- Another advantage of vacuum treatment is that freshly made lightweight concrete can be covered by covering it with plastic foils and / or rubber mats, whereby firm slabs can also be placed under these mats in order to obtain even surfaces of the lightweight concrete, or the like. They are also quickly dehydrated and immediately relative high strength can be obtained.
- lightweight concrete fillings in buildings can also be placed under vacuum, whereby the atmospheric air pressure presses the mass completely evenly, and excess water is also removed. The pressure in connection with the partial removal of water leads to the premature hardening of loosely poured lightweight concrete.
- the extremely good porosity of lightweight concrete in the lower bulk density range for example 0.15 kg / liter to 0.4 kg / liter and slightly above, enables drying by vacuum treatment over large material thicknesses. Vacuum dehydration can take place up to 1 meter wall thickness. Naturally, longer suction times of up to several minutes are necessary.
- lightweight concrete wall components can be manufactured in formwork, whereby the lightweight concrete mass can be exposed to the vacuum effect. This makes it possible for the components, depending on the type of cement and bulk density, to be switched off immediately or a few minutes after manufacture.
- the hardening of lightweight concrete on site can also be accelerated with the vacuum process.
- wall formwork as well as sliding or conveyor belt formwork can be filled with lightweight concrete and then vacuum-treated.
- the hardening can only be achieved as far as is necessary to achieve the free formwork-free durability of the freshly made lightweight concrete.
- the actual hardening of the lightweight concrete can then take place later in the unpeeled state.
- Another possible application of the vacuum process for lightweight concrete is that coatings of lightweight concrete such as heavy concrete screeds can now be applied immediately to the freshly installed vacuum-strengthened lightweight concrete.
- the screed can also be vacuum-drained if it is also temporarily covered over a large area, for example with plastic film or a rubber mat.
- lightweight concrete slabs can consist of the materials mentioned at the outset, in particular also of EPS concrete slabs, can be freshly coated with coating compositions and can be evacuated immediately on the non-coated sides by means of a vacuum process if the coating mortar is still wet.
- the coating mass is sucked into the pores of the lightweight concrete with and without mesh and, in addition, excess mixing water is extracted from this mass.
- the coating composition is rapidly hardened, so that freshly coated boards of this type, e.g. Plastering plates, can be stacked on top of each other immediately after vacuum treatment. At most, a plastic film is put in between.
- the above-described beneficial effect of the provisionally strong removal of water from the coating composition occurs, the water content that has penetrated into the already hardened cement paste or binder composition of the lightweight concrete slabs, which have already fully hardened, is slowly adapted to the coating composition and returned to the coating composition, since the vacuum treatment was long over.
- the vacuum method is also advantageous for quick hardening of lightweight concrete, for example when filling timber frameworks with lightweight concrete or sintered lightweight concrete.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
Abstract
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/AT1996/000076 WO1997040239A1 (de) | 1996-04-18 | 1996-04-18 | Wandplatte für die herstellung von wänden |
DE19681410T DE19681410D2 (de) | 1996-04-18 | 1996-04-18 | Wandplatte für die Herstellung von Wänden |
AU53277/96A AU5327796A (en) | 1996-04-18 | 1996-04-18 | Wall panel for producing walls |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/AT1996/000076 WO1997040239A1 (de) | 1996-04-18 | 1996-04-18 | Wandplatte für die herstellung von wänden |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1997040239A1 true WO1997040239A1 (de) | 1997-10-30 |
Family
ID=3683546
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AT1996/000076 WO1997040239A1 (de) | 1996-04-18 | 1996-04-18 | Wandplatte für die herstellung von wänden |
Country Status (3)
Country | Link |
---|---|
AU (1) | AU5327796A (de) |
DE (1) | DE19681410D2 (de) |
WO (1) | WO1997040239A1 (de) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001025562A1 (en) * | 1999-10-07 | 2001-04-12 | Consolidated Minerals, Inc. | Backerboard sheet including aerated concrete core |
FR2824854A1 (fr) * | 2001-05-21 | 2002-11-22 | Robert Tanguy | Panneau de cloisonnement |
US6787486B1 (en) | 1998-08-26 | 2004-09-07 | Consolidated Minerals, Inc. | Backerboard sheet including aerated concrete core |
EP1457615A1 (de) * | 2003-03-10 | 2004-09-15 | Kastell GmbH | Wandelement mit Styroporkugeln |
WO2008043863A1 (es) * | 2006-10-09 | 2008-04-17 | Eugenio Del Castillo Cabello | Procedimiento de construccion de tabiqueria semiseca a partir de placas de escayola y hormigon aligerado |
NL1035719C2 (nl) * | 2008-07-18 | 2010-01-19 | Aan De Stegge Roosendaal V O F | Lichtgewicht binnenwandsysteem. |
WO2010008295A2 (en) * | 2008-07-18 | 2010-01-21 | Jawel Groep B.V. | Prefab construction techniques |
US7784223B1 (en) | 2000-05-31 | 2010-08-31 | Ramey Larry E | Three hundred mile per hour wind resistive building |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1575724A (de) * | 1968-04-19 | 1969-07-25 | ||
GB1170444A (en) * | 1966-02-25 | 1969-11-12 | Ici Ltd | Building Panel |
DE1659269A1 (de) * | 1967-11-02 | 1971-01-21 | Alex Walser | In Verbundweise aufgebaute Bauplatte und Verfahren zu ihrer Herstellung |
DE2136157A1 (de) * | 1971-07-20 | 1973-02-01 | Tekton Werk Gmbh | Vorgefertigtes wandelement |
DE8603905U1 (de) * | 1986-02-14 | 1986-04-03 | Prix-Werk Wiehofsky GmbH, 8913 Schondorf | Befestigungsvorrichtung für Trenn- und Zwischenwandpaneele |
FR2598152A1 (fr) * | 1986-04-30 | 1987-11-06 | Aerospatiale | Procede et dispositif pour revetir une piece mince d'un revetement en feuille et produit obtenu |
GB2261234A (en) * | 1991-11-05 | 1993-05-12 | James Hardie And Coy Pty Limit | Faced building panel with edge rebate |
DE9418727U1 (de) * | 1994-11-25 | 1995-02-02 | Wilhelm, Erich, 66679 Losheim | Industriell vorgefertigtes Wandelement aus Polystyrolbeton |
WO1995020711A1 (en) * | 1994-01-28 | 1995-08-03 | Ramirez Peter B | Improved building panel, manufacturing method and panel assembly system |
-
1996
- 1996-04-18 DE DE19681410T patent/DE19681410D2/de not_active Expired - Fee Related
- 1996-04-18 AU AU53277/96A patent/AU5327796A/en not_active Abandoned
- 1996-04-18 WO PCT/AT1996/000076 patent/WO1997040239A1/de active Application Filing
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1170444A (en) * | 1966-02-25 | 1969-11-12 | Ici Ltd | Building Panel |
DE1659269A1 (de) * | 1967-11-02 | 1971-01-21 | Alex Walser | In Verbundweise aufgebaute Bauplatte und Verfahren zu ihrer Herstellung |
FR1575724A (de) * | 1968-04-19 | 1969-07-25 | ||
DE2136157A1 (de) * | 1971-07-20 | 1973-02-01 | Tekton Werk Gmbh | Vorgefertigtes wandelement |
DE8603905U1 (de) * | 1986-02-14 | 1986-04-03 | Prix-Werk Wiehofsky GmbH, 8913 Schondorf | Befestigungsvorrichtung für Trenn- und Zwischenwandpaneele |
FR2598152A1 (fr) * | 1986-04-30 | 1987-11-06 | Aerospatiale | Procede et dispositif pour revetir une piece mince d'un revetement en feuille et produit obtenu |
GB2261234A (en) * | 1991-11-05 | 1993-05-12 | James Hardie And Coy Pty Limit | Faced building panel with edge rebate |
WO1995020711A1 (en) * | 1994-01-28 | 1995-08-03 | Ramirez Peter B | Improved building panel, manufacturing method and panel assembly system |
DE9418727U1 (de) * | 1994-11-25 | 1995-02-02 | Wilhelm, Erich, 66679 Losheim | Industriell vorgefertigtes Wandelement aus Polystyrolbeton |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6787486B1 (en) | 1998-08-26 | 2004-09-07 | Consolidated Minerals, Inc. | Backerboard sheet including aerated concrete core |
US6682617B2 (en) | 1999-10-07 | 2004-01-27 | Consolidated Minerals, Inc. | Method for making wallboard or backerboard sheets including aerated concrete |
US6421973B1 (en) | 1999-10-07 | 2002-07-23 | Consolidated Minerals, Inc. | Wallboard sheet including aerated concrete core |
WO2001025562A1 (en) * | 1999-10-07 | 2001-04-12 | Consolidated Minerals, Inc. | Backerboard sheet including aerated concrete core |
US6409855B1 (en) | 1999-10-07 | 2002-06-25 | Consolidated Minerals, Inc. | Method for making wallboard or backerboard sheets including aerated concrete |
US6416619B1 (en) | 1999-10-07 | 2002-07-09 | Consolidated Minerals, Inc. | System for making wallboard or backerboard sheets including aerated concrete |
US6800174B2 (en) | 1999-10-07 | 2004-10-05 | Consolidated Minerals, Inc. | System for making wallboard or backerboard sheets including aerated concrete |
US7784223B1 (en) | 2000-05-31 | 2010-08-31 | Ramey Larry E | Three hundred mile per hour wind resistive building |
FR2824854A1 (fr) * | 2001-05-21 | 2002-11-22 | Robert Tanguy | Panneau de cloisonnement |
WO2002095158A1 (fr) * | 2001-05-21 | 2002-11-28 | Robert Tanguy | Panneau de cloisonnement |
EP1457615A1 (de) * | 2003-03-10 | 2004-09-15 | Kastell GmbH | Wandelement mit Styroporkugeln |
WO2008043863A1 (es) * | 2006-10-09 | 2008-04-17 | Eugenio Del Castillo Cabello | Procedimiento de construccion de tabiqueria semiseca a partir de placas de escayola y hormigon aligerado |
NL1035719C2 (nl) * | 2008-07-18 | 2010-01-19 | Aan De Stegge Roosendaal V O F | Lichtgewicht binnenwandsysteem. |
WO2010008295A2 (en) * | 2008-07-18 | 2010-01-21 | Jawel Groep B.V. | Prefab construction techniques |
WO2010008295A3 (en) * | 2008-07-18 | 2014-08-28 | Jawel Groep B.V. | Prefab construction techniques |
Also Published As
Publication number | Publication date |
---|---|
DE19681410D2 (de) | 1999-10-28 |
AU5327796A (en) | 1997-11-12 |
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