EP0644302B1 - Bausteinsystem - Google Patents
Bausteinsystem Download PDFInfo
- Publication number
- EP0644302B1 EP0644302B1 EP94114883A EP94114883A EP0644302B1 EP 0644302 B1 EP0644302 B1 EP 0644302B1 EP 94114883 A EP94114883 A EP 94114883A EP 94114883 A EP94114883 A EP 94114883A EP 0644302 B1 EP0644302 B1 EP 0644302B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- building block
- block system
- building
- tie rod
- blocks
- 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.)
- Expired - Lifetime
Links
Images
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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/08—Load-carrying floor structures formed substantially of prefabricated units assembled of block-shaped elements, e.g. hollow stones
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/28—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20
-
- 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
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
- E04B2002/0254—Tie rods
Definitions
- the invention relates to a modular system with the features of claim 1.
- a building block system with the features of the preamble of claim 1 is known from FR-A-2 425 512.
- DE-A-25 36 526 for the production of Preformed cuboid blocks made of concrete, in particular made of rigid foam and after reinforcement with rebar with concrete is poured out.
- the relatively time-consuming construction work is disadvantageous that for the reinforcement and pouring of concrete by qualified skilled workers and a great deal of construction machinery, such as concrete pumps and the like, are required.
- due to the concrete filling a relatively poor thermal insulation is achieved, so that additional insulation measures required are.
- the generic block system is also suitable standardized cuboid blocks, which according to the The modular principle is put together and tensioned with tie rods in layers, essentially only for the creation of vertical walls.
- the formation of inclined surfaces, as required for pent roofs, oriel roofs or stems is, additional formwork is required, but their manufacture is extremely time consuming.
- the invention is based on the object to create formwork-free, self-supporting modular system that the construction of buildings in a simple way also by Assistants in a short time.
- the individual building block layers become a tie rod element braced, so that a high stability is given.
- the chaining of the individual tie rod elements continuous flow of power from the top one created Building block layer created up to the foundation, so that almost any height or pillars can be created, without additional support or formwork measures Need stabilization.
- the tie rod elements is a creation of wall or Roof areas without special training for the workforce possible, so that the building block system especially for Do-it-yourselfers with no experience in the construction sector. So is a quick creation of smaller structures, such as Garden houses, covered parking spaces, small halls and the like possible.
- This modular system is also suitable for the exhibition stand construction or for transitional structures that after a be dismantled again after a certain time. Because the connecting Tie rod element in the preferred training as a screw quickly can be solved again, can then be used at short notice The garage can be dismantled quickly and in a different location be created again.
- the building blocks are not only be used for the erection of vertical wall surfaces can, but also to create roof areas, whereby due to the respective anchoring using the Tie rod element no substructure is required.
- This also allows relatively complicated roof shapes, such as z. B. pyramid roofs, with the use of appropriate erect additional connecting and keystones.
- the Use of the cuboid blocks is very variable, so that, for example, after dismantling a pent roof hall Most of the building blocks for the construction of a pyramid roof is reusable.
- the helical ones Tie rod elements each in a sleeve-shaped recess used the cross-shaped webs with the outside of the Building block is connected. This creates a chamber profile formed a variety of cavities that are good Ensure thermal insulation. Part of the Cavities for further stabilization purposes with concrete be poured out, provided the structure for a long time should stop.
- stabilizations due to the very stable tie rod construction or reinforcements are generally not required.
- the stability of the surfaces to be created can also be determined by the mutual interlocking of the top and bottom of each Building blocks as well as through the conical interlocking of the sleeves surrounding the tie rods increase, so that at a span of a ceiling or roof area of several A gaping apart of the individual layers does not fear.
- the serration on the outside turns to a mutual sealing at the joints and to others also a stable, form-fitting corner connection allows.
- FIG. 1 and 2 is a side view and an associated one Top view of a block 1 shown, which is a cuboid Exterior shape with two parallel long sides 2 and has transverse sides 3 at right angles thereto. Prefers the long sides 2 are twice as long as that Cross pages 3 executed.
- the longitudinal median plane M two recesses 4 are formed here, each in two Tie rod elements 5 (see FIG. 3) are used and with the each below tie rod element 5 of the lower Module layer 6 are screwed.
- FIG. 1 As in the upper part of the Fig. 1 is shown closes in the main direction of extension E of the surface to be created again Module layer 6, with modules 1 per layer 6 are arranged offset from one another. This results in a firm bond of the individual building blocks 1, the individual tie rod elements 5 (with the wall surface formed here in the vertical direction) are chained together and each extend from the top layer 6 directly to the foundation.
- Fig. 3 is a cross section through a block 1 according to the Section line A-A shown in Fig. 2. This is the Well 4 in the module 1 for receiving the Tie rod element 5 can be seen.
- the recess 4 is in the essentially by covering the entire height of the Building block 1 extending sleeve 7 formed by here cross-shaped webs 8 with the outer sides, namely the Long sides 2 and the transverse sides 3 is connected.
- About on half the height of the block 1 is within the recess 4 or the sleeve 7 is formed a transverse support web 9 which a screw head 5a preferably as a screw trained tie rod element 5 rests.
- the tie rod element 5 After putting on the Module 1 on the respective module position below 6, the tie rod element 5 with that of the one below screwed block location, so that each attached module 1 securely on the one below Layer 6 is held.
- the teeth of the building blocks 1 can be by a cone 10 on the sleeve 7 and one accordingly trained counter cone 11 on the opposite side of the Increase building block 1 below.
- these engagement elements 10 and 11 can also be mirror images be executed.
- On the long sides 2 are also interlocking projections in the form of strips 13 provided that in a correspondingly formed recess 14th intervene of the underlying module 1. hereby on the one hand, an exact centering of the module 1 achieved as well as sealing what particularly important when training as a roof area is.
- the seal on the transverse sides 3 of the block 1 can be in expediently through a toothed design of the Transverse side 3 with a plurality of equally spaced Reach grooves 12, so that when the Transverse sides 3 an ingress of rain through this type Labyrinth seal is excluded. Furthermore, it follows through this toothed design of the transverse sides 3 and also preferably the long sides 2 the possibility of a stable Corner connection, since in this case the long side 2 and the adjacent transverse side 3 interlock. It it should be noted that instead of the ones shown here Zigzag shape of the grooves also a wavy or meandering profile can be selected. Training a such groove profile 12 represents the preferred Material, namely plastic material, is not a problem, so that there is also an attractive surface. As Recycled plastic is the preferred material used in increases. However, a transparent one can also Plastic such as PMMA can be used, making for example the Creation of greenhouses or conservatory covers possible is.
- the cavities 15 formed by the webs 8 with additional Fill insulation material although the cavities 15 are already one ensure high insulation.
- FIG. 4 is the cross section of the transition area between a vertical wall 20 and an inclined roof surface 30 is shown.
- the desired roof pitch angled connecting block 21 be provided at its pads, namely the Bottom 22 and top 23, corresponding to the Pads of the block 1 is executed, that is for example the connector of the interlocking Last 13, 14 is made possible.
- a circumferential ring anchor 24 (here vertically extending to the drawing plane), so that also a stable at high snow loads on the roof surface 30 Cohesion of the created building, e.g. B. a car parking space results.
- Recesses 26 may be provided in which one or more revolving rods, e.g. B. threaded rods 25 to form a Ring anchor can be inserted. These threaded rods 25 can then in the corner area by simple elbows be screwed.
- revolving rods e.g. B. threaded rods 25 to form a Ring anchor
- Fig. 5 is a roof corner stone in addition to the building block system 40 shown, on which the building blocks 1 for forming the connect continuous pyramid surfaces in layers can.
- 6 is the associated side view of the Pyramid cornerstone 40 shown, with the lowest layer through Anchoring screws 41 with a foundation or one below located wall is connected. It should be noted that the pyramid corner stones 40 shown here for each layer 6 are used, depending on the length of the Long sides 2 of the blocks 1 are adapted so that there is a smooth roof surface without cutting blocks 1 results.
- a modified connecting block is shown, at the kind of a cross, here in the four indicated Directions L, R, U, O, the building blocks 1 by means of a Screw connection similar to the tie rod element 5 in Fig. 3 in four directions to a central connector 50 can be screwed on.
- the block 1 used in each case directly is screwed with the tie rod element (s) 5 is for a ceiling training no formwork required.
- the strengths of the tie rod elements 5 are more extensive Ceiling areas of several meters possible, like this for example for an intermediate floor in a garden shed or a garage is sufficient.
- Connecting block with four connection surfaces are also those with three (e.g. in T or Y shape) or six pads possible.
- the described block system enables a very variable, quick and easy construction.
- FIG. 9 shows a modified embodiment of the building blocks 1 shown, in contrast to the embodiments according to FIG. 1 to 3 a total of four depressions 4 are formed per module 1 are to increase the stability still further.
- a plurality of transverse webs 8 a variety of juxtaposed isolation chambers so as to To increase the insulating effect of the block system.
- a three-shell construction is provided, with each on the crossing points of the webs 8 to form the recess 4 a sleeve 7 is provided (see also the top view in Fig. 11). So this is essentially a Double or double-shell design of the module according to Fig. 1 to 3. Therefore, for simplified explanation the reference numerals used according to the above statements. So is also in the respective recess 4 within the Sleeve 7 a transverse support web 9 is provided on the the tie rod element 5 designed as a screw is supported and thus braced each layer of the blocks 1 against each other.
- a crossbar bridging the joint 60 is provided, which has thickened ends 61. These thickened Ends (see in particular Figures 13 to 14) become positive engagement in the recesses 4 of the two abutting blocks used, so that a safe Connection in the wall surface longitudinal direction L (see FIG. 10) is achieved. This creates a gaping gap on the Joint between the two opposite transverse sides 3 the blocks reliably avoided.
- FIG. 10 is a further measure to avoid the Gaping apart in the longitudinal wall direction L shown. This runs in the longitudinal center plane C-C Longitudinal tie rods, as also in connection with FIG. 4 is described.
- This longitudinal tie rod is preferred as Threaded rod 25 formed, to attach to each other this threaded rod 25 in turn the construction with each other connected or chained screws 5 can be selected, as shown in particular in FIG. 3.
- the 1 provided longitudinal tie rods instead of the threaded rod 25 in Fig. 10 also a continuous bar or rope in the Longitudinal direction L through one or each component layer can be pulled through to form a kind of ring anchor form.
- FIG. 11 is a top view of two abutting ones Building blocks 1 shown, from which in particular the formation of four Wells 4 can be seen in each module, as well as the multi-chamber or multi-layer training to increase the Insulating effect.
- the overlap by means of webs 13, 14 shown at the joints, as related to 3 and 4 have already been described. Through this Overlap is the seal and thus the weatherproofing of the Block system increased. It should be noted that this Overlaps 13, 14 not only on the transverse sides, but also is provided on the top and bottom, as shown in FIG. 12 can be seen.
- the A crossbar between two building blocks from above 60 used here for clarification in dashed lines is shown.
- the traverse 60 is art formed thickened by bearing eyes, these thickened Ends 61 with little play in the corresponding recesses 4 be pushed in, and thus the joint against each other tense.
- one in the thickened ends 61 corresponding cylindrical recess 62 is provided.
- Top and bottom of the stacked blocks 1 recesses 63 of equal area are provided, into which the Trusses can be pressed in by hand with light pressure.
- FIG. 12 is a side view rotated by 90 ° with a view of a transverse side 3 of the block 1 is shown. From this is in particular the central arrangement of the threaded rod 25 for Bracing of the blocks 1 in the longitudinal direction L can be seen, as well as the recesses provided on the top and bottom 63 for inserting the trusses 60.
- Fig. 13 is the cross member 60 with the two thickened ends 61 shown for a precise fit in the recesses 4.
- the depression 4 corresponds to FIG. 3 also each by a sleeve 7 at the intersection of the Web 8 of the block 1 is formed.
- Each end 61 is provided with a recess 62 into which each tie rod element 5 (here in dash-dot lines shown) can be used from the top. How can be seen to form the recesses 63 for insertion the traverse 60 flattened the top of the blocks 1 executed.
- the outer surfaces of the Traverse 60 are slightly conical, so that the traverse 60 both with their long sides in the recess 63 as well with the outer surface of the thickened ends 61 under light Pressure can be inserted into the recesses 4 with a precise fit. This will not only tighten the opposite transverse sides 3 reached, but one additional increase in the torsional rigidity of the created Wall surface.
- it is preferably cylindrical executed recess 62 an exact guidance of the Tie rod element 5 reached when inserted from above, so that inserting the screw into the screw head 5a (see FIG. 3) is facilitated.
- the sleeve 7 forming the recess 4 is here only on the right side for the sake of simplicity Dash lines indicated. However, it should be noted that the fit between sleeve 7 and thickened end 61 so is chosen that, if necessary, with a light hammer blow Traverse 60 as a connecting element between two neighboring ones Blocks 1 can be used in the recess 4, so that the two opposite transverse sides 3 against each other be tense.
- the traverse 60 is preferably from the same material as building blocks 1, preferably one impact-resistant plastic material with low thermal expansion manufactured.
- the proposed measures can thus even large temperature differences a torsion-resistant wall, Create roof or ceiling area that at the joints the bracing by means of the vertical tie rod elements 5, horizontal, offset in the longitudinal direction L, offset by 90 ° Threaded rods 25 and / or the trusses 60 a special fixed bond of the individual building blocks 1 results.
- one or more Disc springs may be provided, which are located on the crosspiece 9 support, which results in a certain tension compensation, if a material with considerable for the tie rod elements 5 different coefficient of thermal expansion than the material block 1 is selected.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Floor Finish (AREA)
- Jib Cranes (AREA)
- Massaging Devices (AREA)
- Quick-Acting Or Multi-Walled Pipe Joints (AREA)
- Circuits Of Receivers In General (AREA)
Description
- Fig. 1
- eine Seitenansicht eines Bausteines des Bausteinsystems;
- Fig. 2
- eine Draufsicht auf den Baustein gemäß Fig. 1;
- Fig. 3
- eine Schnittdarstellung des Bausteines entlang der Schnittlinie A-A in Fig. 2;
- Fig. 4
- einen Querschnitt durch einen Verbindungsstein zum Übergang von einer senkrechten Wandfläche in eine geneigte Dachfläche;
- Fig. 5
- eine Draufsicht auf einen Eck-Verbindungsstein zur Erstellung einer Pyramide;
- Fig. 6
- eine Seitenansicht des Eck-Verbindungssteines gemäß Fig. 5;
- Fig. 7
- eine Seitenansicht eines Verbindungssteines mit Anschlußmöglichkeiten an verschiedenen Seiten;
- Fig. 8
- eine Schnittdarstellung gemäß der Schnittlinie B-B in Fig. 7 zur Verdeutlichung der Anschlußmöglichkeiten;
- Fig. 9
- eine abgewandelte Schnittdarstellung des Bausteinsystems entlang der Schnittlinie D-D in Fig. 11;
- Fig. 10
- eine Schnittdarstellung des Bausteins entlang der Schnittlinie C-C in Fig. 11;
- Fig. 11
- eine Draufsicht auf zwei aneinanderstoßende Bausteine, die mittels einer querverbindenden Traverse überbrückt sind;
- Fig. 12
- eine um 90° gedrehte Seitenansicht gemäß Fig. 10 auf eine Querseite des Bausteins;
- Fig. 13
- eine vergrößerte Darstellung der querverbindenden Traverse ähnlich Fig. 9; und
- Fig. 14
- eine Draufsicht auf die Traverse gemäß Fig. 13.
Claims (12)
- Bausteinsystem bestehend aus einer Vielzahl quaderförmiger Bausteine (1), insbesondere aus Kunststoffmaterial, die zur Erstellung einer Wand-, Decken- und/oder Dachfläche miteinander verbindbar ausgebildet sind, wobei die Bausteine (1) in Erstreckungsrichtung (E) der zu erstellenden Fläche jeweils mit wenigstens einem in eine Vertiefung (4) des Bausteines (1) einsetzbaren Zugankerelement (5) lagenweise verspannt sind, dadurch gekennzeichnet, daß an der Stoßstelle der Bausteine (1) wenigstens eine die Stoßstelle überbrückende Traverse (60) mit verdickten Enden (61) zum formschlüssigen Eingriff in die jeweils aneinanderstoßenden Bausteine (1) eingesetzt ist.
- Bausteinsystem nach Anspruch 1, dadurch gekennzeichnet, daß pro Baustein (1) mindestens zwei Vertiefungen (4) zum Einsetzen von zugeordneten zwei Zugankerelementen (5) vorgesehen sind.
- Bausteinsystem nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Bausteine (1) pro Lage (6) stoßversetzt angeordnet sind.
- Bausteinsystem nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Vertiefung (4) zur Aufnahme des Zugankerelementes (5) als über die Höhe des Bausteines (1) verlaufende Hülse (7) ausgebildet ist, die mit Stegen (8) mit den Außenseiten (2, 3) des Bausteines (1) verbunden ist und einen Abstützsteg (9) für das Zugankerelement (5) aufweist.
- Bausteinsystem nach Anspruch 4, dadurch gekennzeichnet, daß die Hülse (7) einends einen Konus (10) und anderenends einen korrespondierend ausgebildeten Gegenkonus (11) zur paßgenauen Aufnahme des Konus (10) der darauffolgenden Baustein-Lage (6) aufweist.
- Bausteinsystem nach Anspruch 5, dadurch gekennzeichnet, daß der Abstützsteg (9) etwa auf der halben Höhe der Hülse (7) und des Bausteines (1) angeordnet ist.
- Bausteinsystem nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die Außenseiten (2, 3) des Bausteines (1) mit einer Vielzahl gleichmäßig beabstandeter, in Erstreckungsrichtung (E) verlaufender Rillen (12) gezahnt ausgebildet sind.
- Bausteinsystem nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß die Außenseiten (2, 3) an ihren oberen und unteren Kanten und/oder Seitenkanten jeweils ineinandergreifende, abgesetzte Leisten (13, 14) aufweisen.
- Bausteinsystem nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß das Zugankerelement (5) als Schraube ausgebildet ist, in deren Schraubenkopf (5a) die darauffolgende Schraube der nächsten Baustein-Lage (6) einschraubbar ist.
- Bausteinsystem nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, daß zur Verbindung einer erstellten Wandfläche (20) zu einer sich daran anschließenden Dachfläche (30) ein abgewinkelter Verbindungsstein (21) vorgesehen ist, der an seiner Oberseite (23) und seiner Unterseite (22) zu den Bausteinen (1) passende Anschlußflächen aufweist.
- Bausteinsystem nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, daß in wenigstens einer Baustein-Lage (6) und/oder einer Verbindungsstein-Lage (21) ein horizontal verlaufender Ringanker (24) zur Verspannung in Wandflächen-Längsrichtung (L) eingesetzt ist.
- Bausteinsystem nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, daß die verdickten Enden (61) Ausnehmungen (62) zum Durchlaß der Zugankerelemente (5) aufweisen.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE9314249U | 1993-09-21 | ||
DE9314249U DE9314249U1 (de) | 1993-09-21 | 1993-09-21 | Bausteinsystem |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0644302A2 EP0644302A2 (de) | 1995-03-22 |
EP0644302A3 EP0644302A3 (de) | 1996-04-17 |
EP0644302B1 true EP0644302B1 (de) | 2002-08-21 |
Family
ID=6898351
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP94114883A Expired - Lifetime EP0644302B1 (de) | 1993-09-21 | 1994-09-21 | Bausteinsystem |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0644302B1 (de) |
AT (1) | ATE222629T1 (de) |
DE (2) | DE9314249U1 (de) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT1296004B1 (it) * | 1995-02-24 | 1999-06-03 | Gianazza Angelo S P A | Mattonella prefabbricata ad incastro in materiale sintetico per la realizzazione di pareti |
DE10023182A1 (de) * | 2000-05-11 | 2001-11-15 | Huurne Andre Ter | Gebäudekonstruktion sowie Formelemente zum Aufbau derselben |
DE10061483A1 (de) | 2000-12-08 | 2002-06-13 | Stockhausen Chem Fab Gmbh | Verfahren zur Herstellung von Wasser-in-Wasser-Polymerdispersionen |
DE60230399D1 (de) * | 2001-03-11 | 2009-01-29 | James H Crowell | Bausystem, -konstruktion und -verfahren |
ITMI20041638A1 (it) * | 2004-08-06 | 2004-11-06 | P M Stampi 2 S R L | Elemento da costruzione |
ES2336398B1 (es) * | 2007-06-06 | 2011-01-27 | Andres Villamarin Mora (1/3) | Ladrillo macizo o visto autocentrable. |
ITMI20080250A1 (it) * | 2008-02-18 | 2009-08-19 | Alfiero Piraccini | Elemento modulare per la costruzione di edifici o di parti di edifici, ad elevata semplicita' di posa in opera. |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3088558A (en) * | 1958-11-17 | 1963-05-07 | Harvey Aluminum Inc | Prefabricated building assembly |
BE663336A (de) * | 1964-05-29 | |||
DE2201629A1 (de) * | 1971-08-16 | 1973-03-01 | Luigi Haringer | Vorfabriziertes element zur errichtung von mauern im baukastensystem |
US3893274A (en) * | 1974-09-09 | 1975-07-08 | Jeffery J Salisbury | Masonry fastener |
DE2536526A1 (de) * | 1975-08-16 | 1977-02-24 | Ingeborg Schwachula Kg | Schalungsstein |
FR2425512A1 (fr) * | 1978-05-12 | 1979-12-07 | Pocard Henri | Elements amovibles en beton |
DE4017663C2 (de) * | 1989-06-10 | 1999-10-28 | Walter Monnet | Abzugsschacht und Verfahren zu seiner Herstellung |
-
1993
- 1993-09-21 DE DE9314249U patent/DE9314249U1/de not_active Expired - Lifetime
-
1994
- 1994-09-21 AT AT94114883T patent/ATE222629T1/de not_active IP Right Cessation
- 1994-09-21 EP EP94114883A patent/EP0644302B1/de not_active Expired - Lifetime
- 1994-09-21 DE DE59410170T patent/DE59410170D1/de not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
DE9314249U1 (de) | 1993-12-02 |
EP0644302A2 (de) | 1995-03-22 |
ATE222629T1 (de) | 2002-09-15 |
DE59410170D1 (de) | 2002-09-26 |
EP0644302A3 (de) | 1996-04-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0894170B1 (de) | Baumodul sowie baumodulsystem für die erstellung flächiger konstruktionen, insbesondere wände | |
EP0170113B1 (de) | Baustein | |
EP0016353A1 (de) | Bauelementensatz zur Errichtung von Raumgitterkonstruktionen | |
EP0644302B1 (de) | Bausteinsystem | |
EP0752033B1 (de) | Bauwerk, bestehend aus vorgefertigten bauteilen | |
EP1186724A1 (de) | Mauerwerk | |
DE2251613A1 (de) | Stahlbetonskelettbau mit unterzugloser decke | |
WO2017046365A1 (de) | Flächiges bauelement, aussteifende scheibe, gebäudemodul, treppenhausmodul und mehrstöckiges gebäude | |
DE60304547T2 (de) | Vorgefertigte Stahlbetonsäule und Stahlbetonträger | |
DE4006529A1 (de) | Hohldecke aus deckenhohlplatten und unterzuegen | |
DE2356483C3 (de) | Vorgefertigtes schall- und wärmedämmendes Bauelement | |
EP0584659B1 (de) | Bausatz zum Herstellen einer Glasbausteinwand | |
DE2000679C3 (de) | In seiner Grundform zumindest dreieckiger Formstein und aus solchen Formsteinen errichtete Säule | |
DE2921113A1 (de) | Schalungsstein | |
DE2336482A1 (de) | Raumzelle fuer gebaeude | |
DE2529506A1 (de) | Stahlbetonfertigteilsystem zur herstellung von ein- und mehrreihigen zellensilos | |
DE959320C (de) | Mauerstein aus beliebigem Baustott | |
WO1997018374A1 (de) | Fensterfertigelement | |
DE2308949A1 (de) | Baublock-wandkonstruktion | |
DE866382C (de) | Baustein und Bausteinanordnung | |
DE2226094A1 (de) | Kuenstlicher baustein | |
DE2750931C2 (de) | ||
CH597455A5 (en) | Multiple garage reinforced-concrete cells | |
DE811501C (de) | Formstein und aus demselben hergestelltes Mauerwerk | |
DE824255C (de) | Verfahren zur Errichtung von Gebaeuden in unvollstaendiger Skelettbauweise |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE CH DE DK ES FR GB GR IT LI NL PT SE |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH DE DK ES FR GB GR IT LI NL PT SE |
|
17P | Request for examination filed |
Effective date: 19961017 |
|
17Q | First examination report despatched |
Effective date: 19990810 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH DE DK ES FR GB GR IT LI NL PT SE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20020821 Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED. Effective date: 20020821 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20020821 Ref country code: GB Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20020821 Ref country code: FR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20020821 |
|
REF | Corresponds to: |
Ref document number: 222629 Country of ref document: AT Date of ref document: 20020915 Kind code of ref document: T |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REF | Corresponds to: |
Ref document number: 59410170 Country of ref document: DE Date of ref document: 20020926 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20021121 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20021121 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20021126 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20021127 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20021204 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20030109 Year of fee payment: 9 |
|
NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
GBV | Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed] |
Effective date: 20020821 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20030228 |
|
EN | Fr: translation not filed | ||
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20030522 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030921 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030930 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030930 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030930 |
|
BERE | Be: lapsed |
Owner name: *KLAUS KUNSTSTOFFTECHNIK G.M.B.H. Effective date: 20030930 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20050930 Year of fee payment: 12 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20070403 |