EP0663977B1 - Stahlbetonfertigbauteil und damit errichtetes gebäude - Google Patents
Stahlbetonfertigbauteil und damit errichtetes gebäude Download PDFInfo
- Publication number
- EP0663977B1 EP0663977B1 EP94922267A EP94922267A EP0663977B1 EP 0663977 B1 EP0663977 B1 EP 0663977B1 EP 94922267 A EP94922267 A EP 94922267A EP 94922267 A EP94922267 A EP 94922267A EP 0663977 B1 EP0663977 B1 EP 0663977B1
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- Prior art keywords
- reinforced concrete
- concrete precast
- elements
- element according
- precast element
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
Definitions
- the invention relates to a prefabricated reinforced concrete component, in particular for large panel apartment buildings, with flat or curved ones Side surfaces and profiled end faces for Form a positive and / or non-positive connection with neighboring components, with at least one of the End faces a continuous longitudinal groove and in at least one of the side surfaces arranged a plurality of openings are that with the longitudinal groove of the lower end face communicate.
- the invention further relates to a such a prefabricated reinforced concrete building.
- Storey-high prefabricated components made of reinforced concrete, hollow blocks, Perforated bricks and the like have been around long known in various embodiments (see e.g. CH-PS 187 039, DE-PS 33 10 074, DE-OS 41 00 141).
- the plate-shaped prefabricated components essentially have flat side faces, and at least two of the four end faces have a special profile for the formation of a formal and / or non-positive connection with side, top or adjacent components below.
- Prefabricated building boards were on the end face with which they are perpendicular to the floor or an existing ceiling were set up, either not profiled at all or provided with a simple longitudinal groove, in the mortar, which before assembly on the intended for the slabs Set down area could penetrate and so a positive interlocking between the ceiling, Mortar joint and prefabricated component led.
- a precast reinforced concrete component which is known from FR-A-2 425 508 and the preamble of claim 1 corresponds.
- This well known Precast reinforced concrete is dry on a surface discontinued and must then be aligned. Subsequently becomes horizontal in the bottom face of the component longitudinal grooving introduced a potting material, for example concrete.
- a potting material for example concrete.
- These channels also serve to insert a concrete vibrator into the longitudinal groove, the provides for the necessary compression of the potting material.
- the channels therefore have a large diameter of approximately 5 cm.
- a prefabricated reinforced concrete component is also known from US Pat. No. 3,803,788 according to the preamble of claim 1 known. At this precast reinforced concrete component are in the vertical range End faces openings provided as between the vertical longitudinal groove and one of the side surfaces of the component extending bores are executed. If the through the opposite longitudinal grooves formed by adjacent precast reinforced concrete components Cavity with concrete, for example, can be poured using the holes the potting and the level reached be monitored.
- the invention is based, described the task Avoid disadvantages and precast reinforced concrete components to improve the type mentioned so that the openings in particular can be easily trained and assembly of the component is simplified and accelerated, wherein the settling of the prefabricated components both dry and in a mortar bed should be possible.
- Openings are formed as transverse grooves in the end face. In this way it is used to form the transverse grooves when casting the prefabricated reinforced concrete components only required in Inside the mold used one of the shape of each trainee corresponding lead instead of trainee to provide a cast core. Because the openings are right on the lower end face of the component can be provided excess mortar when the component is on a mortar bed is put on, escape together with trapped air, so that different layer thicknesses of the mortar bed no longer play a role if the prefabricated component is in one is discontinued. But it is also possible to use the prefabricated component dry on a blanket without a mortar bed.
- the prefabricated component When the prefabricated component is set dry, it is Stability improved by the fact that the bearing surface because of the continuous longitudinal groove is relatively small, which alignment is also easier and less safety measures required during assembly.
- the mortar required for positive interlocking the transverse grooves are injected or pressed until the Longitudinal groove and all other, communicating with the openings Cavities are filled with mortar. Because if the prefabricated component is placed dry after the injection or pressing the mortar in any direction or movement of the prefabricated components is more required an exact force and form fit and thus maximum Tensile and compressive strength of the connections of the prefabricated components achieved with each other and with the blankets. On in this way the individual prefabricated elements become permanent Complete structure created.
- the continuous longitudinal groove is preferably that communicates with the side openings as concave Channel formed.
- the groove can be in the face about 50 to 75% of the wall thickness of the prefabricated component make out, so that only narrow on both sides of the gutter strip-shaped areas as "feet" to set up or placing the finished component on a ceiling, resulting in better stability than with larger areas or even full-surface support.
- Reinforced bars and lattice girders protrude from the finished component and / or steel oars from the concrete at least partially into the one communicating with the side openings Longitudinal groove in, which when pouring the longitudinal groove with Mortar is a positive and non-positive, tensile and pressure resistant Connection arises.
- Rubber cords can be used as sealing cords Volume increases by five to five when moisture enters Magnified six times. The resulting contact pressure of the sealing element ensures that no moisture in penetrate the connection joint or the reinforced concrete component can crawl under.
- the finished component is the groove base with the side openings communicating longitudinal groove in turn profiled, namely by extending in the longitudinal or transverse direction Ribs, webs and / or channels. This is for the better Interlocking between the elements, which together with the reinforcement for the absorption and transmission of shear forces is particularly important.
- the number and spacing of the side openings depend on the requirements selectable, the distances can correspond to a regularly recurring grid or can be arranged individually and individually.
- Prefabricated components are in those end faces, those that run vertically after the assembly of the prefabricated components Butt joints are facing, three longitudinal grooves in parallel arranged to each other, preferably the middle of the three longitudinal grooves have a larger cross section and deeper is cut as the two outer longitudinal grooves.
- This Grooves are primarily for creating a tensile and pressure resistant Connection between laterally adjacent, with each other similar prefabricated components.
- the middle ones Larger grooves are poured out with mortar or concrete. If these grooves are designed as keyways, this results in when pouring a wedge-shaped cast body through which the Walls are interlocked.
- the grooves can also be used by anyone else have a suitable cross section, can undercut be designed as dovetail grooves, etc.
- the two smaller outer grooves are preferably used as joint locking grooves because they have strip-shaped springs, for example strips of hardboard or insulation boards, let insert the joints between two laterally adjacent prefabricated components in the transverse direction lock or seal so that no mortar when pressing emerge laterally from the larger center grooves through the parting lines and cold bridges in the joint area can be avoided.
- connection can also be inserted into the middle of the three longitudinal grooves, perpendicular to the longitudinal axis of the slot, reinforcement bars and / or steel dowels protrude from the precast concrete, using reinforcing bars or steel dowels with neighboring prefabricated components Using a conventional rebar screw connection or Press socket connection tensile and pressure-tight connected to each other can be.
- Prefabricated components For right-angled connection of one or more others Prefabricated components have the prefabricated component according to the invention at least one of the side faces one or more wedge-shaped Projections and / or in at least one of the end faces a lengthwise dimension the wedge-shaped projections adapted in cross section Keyway on.
- This type of connection is particularly easy to install and allows one precisely fitting interlocking of storey-high panels.
- the wedge-shaped Projections can be made in the form of individual "buttons" arranged the entire length or width of the prefabricated component be, but preferably it is continuous strips with a trapezoidal cross-section.
- both the projections as well as the keyways assigned to them are trapezoidal in cross-section and in which the flanks the keyways are steeper than the flanks of the protrusions.
- the different inclination of the flanks leads namely for self-centering of the interlocking prefabricated components during assembly. Because an off-center The finished component slips due to the balance of forces so long on the flanks of the wedge-shaped protruding into the grooves Protrusions until a symmetrically-centered Location, i.e. a balance of forces on the conical surfaces is reached.
- At least one a groove-shaped recess in the side surfaces of the prefabricated component for right-angled connection of another prefabricated component with an essentially flat, non-profiled face arranged. If necessary, a subsequent one Component additionally on the end face with bolts, Screws, dowels or oarlocks are attached.
- the prefabricated component according to the invention can either be single-shell, preferably made of lightweight concrete, but also double-shell sandwich construction be trained.
- single-shell training can be provided as building exterior sides with a mineral or foamed insulation layer be, while the double-shell sandwich construction one Carrying shell, a facing shell and one between them Contains arranged insulating insulating material layer.
- the prefabricated components on one or both sides with a finished interior plaster layer or a finished insulation plaster layer or on one side with an interior plaster layer and on the opposite Side with an insulating plaster layer.
- the finished component can thus have the shape of a storey-high Outer wall plate, a floor-high inner wall plate or have the shape of a solid roof element.
- the prefabricated component according to the invention is preferably used for erection of buildings, preferably residential buildings, or their Parts used, the ceilings also made of prefabricated Assembled elements with or without concrete or can be cast from in-situ concrete.
- reinforcement elements cast at least partially in the longitudinal grooves of the Prefabricated components that communicate with the side openings, protrude into it.
- reinforcement elements can be individual Oarlocks, rods, clamps, but also steel mats or Lattice girders. In this way, shear teeth can be created between in-situ concrete ceiling and prefabricated concrete components, which were previously only cast individually in in-situ concrete could be or by welding steel plates (Wall welded connections) could be made.
- the assembly of the building according to the invention is thus easier and faster, does not require additional special workers (Welder), but nevertheless leads to an optimal one Shear teeth of the individual elements with tensile and compressive strengths in the joint areas, as is otherwise only the case with conventional solid construction can be achieved.
- erected building is one with prefabricated formwork elements Concrete base plate framed in concrete provided, the entirety of the finished formwork elements represent lost formwork for the floor slab.
- the Prefabricated formwork elements are each with at least one inside a lattice girder that is at least partially in the base plate protrudes, making it an ideal one Shear toothing between the individual components results.
- the Prefabricated formwork elements preferably form a support for the prefabricated reinforced concrete components of the outer walls.
- the longitudinal grooves and the cavities communicating with them the prefabricated components according to the invention are after erection of a building or part of a building in whole or in part filled with mortar or concrete, as well as the remaining volume the other provided in the end faces of the prefabricated components Grooves that are not already provided by reinforcement elements or spring-engaging projections or wedges becomes.
- the prefabricated reinforced concrete components designed as single-shell wall panels 1 have essentially flat side surfaces 16, 17 and four profiled end faces 11, 12, 13, 14 for the formation of positive and / or non-positive connections with neighboring components.
- end face 11 with the prefabricated components 1 on a floor or floor slab are set up is a continuous one Longitudinal groove 15 in the form of a concave groove (Fig. 4, Fig. 5) and in the side surface 16 are several with the Longitudinal groove 15 communicating openings 18 in the form of likewise arranged in the end face 11 transverse grooves.
- the two smaller outer longitudinal grooves 25 serve as joint locking grooves, since in it strip-shaped springs 27 in the form of Strips of hardboard or insulation boards are used are or are inserted before or after assembly, so that when pressing the central longitudinal grooves 24 with Mortar or concrete do not flow out of the butt joints 26 can and cold bridges in the area of butt joints 26 be avoided.
- the middle longitudinal grooves 24 are lost through formwork elements 23 formed as splines.
- the lost formwork elements can be made from any common formwork material exist, i.e. from foamed or non-foamed Plastic, wood or fiber materials, concrete, metal or Composite materials.
- a longitudinal groove 20 In the end faces opposite the end faces 11 12 (Fig. 1) is also a longitudinal groove 20, the an identical one to simplify production Can have a cross-section like the groove 15, ie also can be designed as a concave groove, but the also designed as a normal rectangular groove, keyway or round groove can be.
- a Ring anchor reinforcement 9 (Fig. 4) are inserted;
- the groove 20 is used to hold mortar and thus the Creation of a positive interlocking with another Prefabricated component according to the invention or with an in-situ concrete executed ceiling.
- Fig. 3 For right-angled connection of one or more other prefabricated components 3 (Fig. 3) have the prefabricated components 1, 3 at least one of the side surfaces 16, 17 one or more wedge-shaped projections 28 and in at least one of the End faces 13, 14 a extending in the longitudinal direction, the dimensions of the wedge-shaped projections 28 in cross section matched keyway 24 '.
- the wedge-shaped projections 28 are preferably continuous strips that the Interlocking of the individual prefabricated components and thus the training serve tensile and pressure resistant connections.
- Both the Projections 28 as well as the keyways 24 'assigned to them are trapezoidal in cross-section, and the flanks 24a Keyways 24 'are steeper than the flanks 28a of the protrusions 28 what when assembling the individual prefabricated components leads to self-centering of the components and their exact Alignment made easier.
- a groove-shaped Recess 36 for the right-angled connection of another Prefabricated component 29 with a substantially flat, unprofiled End face provided.
- the component 29 is by means of a screw anchor 30, the head of which is in the side face 16 is sunk, screwed on the front.
- One of the single-shell prefabricated components 1 is on the outside an insulation layer 37 (Fig. 3).
- Basement walls are preferably made of double-skin sandwich wall elements 2 according to the invention (Fig. 5) erected.
- These two-shell prefabricated components 2 consist of one Carrier shell 2a, a facing shell 2c and one between insulating shells arranged in these shells 2 B.
- the longitudinal groove 15 cross and from the inner side surface 16 to Go through the inside of the facing 2c.
- the floor cover 6 is cast from in-situ concrete, with prefabricated formwork elements 31 as lost formwork for casting the bottom plate 6 served.
- the finished formwork elements 31 are stiffened on the inside with lattice girders 34, 35, the partially protrude into the base plate 6 and thus one Form shear teeth.
- Another lattice girder 38 is shown in FIG poured the base plate 6 so that it partially in the protrudes concave longitudinal groove 15 of the support shell 2a.
- the finished formwork elements 31 are stepped outwards in such a way that they are a support for the facing shells 2c form two-shell sandwich prefabricated components 2. Between Attachment shells 2c and the parts of these that engage behind graded finished formwork elements 31 remains a cavity 33, which either for rear ventilation of the facing shell 2c can be used or because it is through the side openings 18 communicates with the longitudinal groove 15, as with Mortar can be filled or pressed.
- All aspects of the invention thus lead to a simplification and acceleration of the assembly of the prefabricated components simultaneous improvement of the stability of the individual Elements during assembly, simultaneous reduction the security effort during assembly and at simultaneous optimization of the shear toothing of all too prefabricated components to be erected among one another and with the ceilings cast in in-situ concrete and at the same time Compliance with optimal building physical conditions.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Panels For Use In Building Construction (AREA)
- Moulding By Coating Moulds (AREA)
Description
- Fig. 1
- ist eine perspektivische Ansicht zweier nebeneinander aufgerichteter erfindungsgemäßer Stahlbetonfertigbauteile, die, nur der besseren Übersicht wegen, unterschiedliche Höhe aufweisen. Bei den Fertigbauteilen handelt es sich dabei um eine einschalige Ausführungsform;
- Fig. 2
- ist ein Horizontalschnitt durch die beiden benachbarten Fertigbauteile gemäß Fig. 1 im Bereich der Trennfuge;
- Fig. 3
- ist ein Horizontalschnitt durch einen Teil eines aus mehreren erfindungsgemäßen Fertigbauteilen errichteten Gebäudes mit mehreren verschiedenen Wandanschlüssen;
- Fig. 4
- ist ein schematischer Teilschnitt durch den Anschlußbereich eines als Massivdachelement ausgebildeten erfindungsgemäßen Fertigbauteils an eine in Ortbeton ausgeführte Gebäudedecke und
- Fig. 5
- ist ein schematischer Teilschnitt einer zweischaligen Ausführungsform eines erfindungsgemäßen Fertigbauteils mit Anschluß an eine Bodenplatte eines aus Fertigbauteilen zu erstellenden Gebäudes.
Claims (28)
- Stahlbetonfertigbauteil (1 bis 4), insbesondere für den Großtafelwohnungsbau, mit ebenen oder gekrümmten Seitenflächen (16, 17) und profilierten Stirnflächen (11 bis 14) zur Ausbildung einer form- und/oder kraftschlüssigen Verbindung mit benachbarten Bauteilen, wobei in mindestens einer (11) der Stirnflächen (11 bis 14) eine durchgehend verlaufende Längsnut (15) und in mindestens einer der Seitenflächen (16, 17) mehrere Öffnungen (18) angeordnet sind, die mit der Längsnut (15) der unteren Stirnfläche (11) kommunizieren, dadurch gekennzeichnet, daß die Öffnungen (18) als Quernuten in der Stirnfläche (11) ausgebildet sind.
- Stahlbetonfertigbauteil nach Anspruch 1, dadurch gekennzeichnet, daß die Längsnut (15) als konkav gewölbte Rinne ausgebildet ist.
- Stahlbetonfertigbauteil nach Anspruch 2, gekennzeichnet durch Bewehrungsstäbe, Gitterträger (38) und/oder Stahldollen, die in die Längsnut (15) mindestens teilweise hineinragen.
- Stahlbetonfertigbauteil nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß parallel zu der Längsnut (15) in derselben Stirnfläche (11) mindestens eine Dichtungsnut (19) zur Aufnahme einer Dichtschnur oder eines Dichtungsprofils angeordnet ist.
- Stahlbetonfertigbauteil nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß der Nutgrund der Längsnut (15) in sich durch in Längs- oder Querrichtung verlaufende Rippen, Stege und/oder Rinnen profiliert ist.
- Stahlbetonfertigbauteil nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß in denjenigen Stirnflächen (13, 14), die nach der Montage der Fertigbauteile senkrecht verlaufenden Stoßfugen (26) zugewandt sind, drei Längsnuten (24, 25) parallel zueinander angeordnet sind.
- Stahlbetonfertigbauteil nach Anspruch 6, dadurch gekennzeichnet, daß die mittlere (24) der drei Längsnuten (24, 25) einen größeren Querschnitt aufweist und tiefer geschnitten ist als die beiden äußeren Längsnuten (25).
- Stahlbetonfertigbauteil nach Anspruch 7, gekennzeichnet durch Bewehrungsstäbe (21) und/oder Stahldollen, die in die mittlere (24) der drei Längsnuten, senkrecht zur Nutlängsachse, hineinragen.
- Stahlbetonfertigbauteil nach Anspruch 8, gekennzeichnet durch eine Betonstahlschraubverbindung (22) oder Preßmuffenverbindung für Bewehrungsstäbe (21) oder Stahldollen benachbarter Fertigbauteile.
- Stahlbetonfertigbauteil nach einem der Ansprüche 6 bis 9, dadurch gekennzeichnet, daß in die beiden äußeren Längsnuten (25) leistenförmige Federn (27) zur Sperrung und/oder Abdichtung der Stoßfugen (26) eingesetzt sind.
- Stahlbetonfertigbauteil nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, daß es zum rechtwinkligen Anschluß eines oder mehrerer weiterer Fertigbauteile (1, 3) auf mindestens einer der Seitenflächen (16, 17) einen oder mehrere keilförmige Vorsprünge (28) und/oder in mindestens einer der Stirnflächen (13, 14) eine sich in Längsrichtung erstreckende, den Abmessungen der keilförmigen Vorsprünge (28) im Querschnitt angepaßte Keilnut (24') aufweist.
- Stahlbetonfertigbauteil nach Anspruch 11, dadurch gekennzeichnet, daß die keilförmigen Vorsprünge (28) durchgehende Leisten sind.
- Stahlbetonfertigbauteil nach Anspruch 11 oder 12, dadurch gekennzeichnet, daß sowohl die Vorsprünge (28) als auch die ihnen zugeordneten Keilnuten (24') im Querschnitt trapezförmig sind und daß die Flanken (24a) der Keilnuten (24') steiler sind als die Flanken (28a) der Vorsprünge (28).
- Stahlbetonfertigbauteil nach einem der Ansprüche 11 bis 13, dadurch gekennzeichnet, daß es in mindestens einer der Seitenflächen (16, 17) eine nutförmige Aussparung (36) zum rechtwinkligen Anschluß eines Fertigbauteils (29) mit im wesentlichen ebener, unprofilierter Stirnfläche aufweist.
- Stahlbetonfertigbauteil nach einem der Ansprüche 1 bis 14, dadurch gekennzeichnet, daß es einschalig ausgebildet ist.
- Stahlbetonfertigbauteil nach einem der Ansprüche 1 bis 14, dadurch gekennzeichnet, daß es zweischalig in Sandwichbauweise ausgebildet ist und eine Tragschale (2a), eine Vorsatzschale (2c) und eine zwischen diesen Schalen (2a, 2c) angeordnete isolierende Dämmstoffschicht (2b) umfaßt.
- Stahlbetonfertigbauteil nach einem der Ansprüche 1 bis 16, dadurch gekennzeichnet, daß es eine geschoßhohe Außenwandplatte (1, 2), eine geschoßhohe Innenwandplatte (3) oder ein Massivdachelement (4) ist.
- Gebäude, errichtet unter Verwendung von Stahlbetonfertigbauteilen gemäß einem der Ansprüche 1 bis 17.
- Gebäude nach Anspruch 18, dadurch gekennzeichnet, daß seine Geschoßdecken (5, 6) ganz oder teilweise aus Ortbeton gegossen sind.
- Gebäude nach Anspruch 19, dadurch gekennzeichnet, daß in die Geschoßdecken und/oder Bodenplatten (5, 6) Bewehrungselemente (38) eingegossen sind, die mindestens teilweise in die Längsnuten (15) der Fertigbauteile (1 bis 4) hineinragen.
- Gebäude nach Anspruch 19 oder 20, dadurch gekennzeichnet, daß seine Außen- und Innenwände aus Stahlbetonfertigbauteilen gemäß einem der Ansprüche 1 bis 17 bestehen.
- Gebäude nach einem der Ansprüche 19 bis 21, gekennzeichnet durch ein Massivdach aus Stahlbetonfertigbauteilen gemäß einem der Ansprüche 1 bis 17.
- Gebäude nach einem der Ansprüche 18 bis 22, gekennzeichnet durch eine durch Fertigschalungselemente (31) aus Beton umrahmte Bodenplatte (6) aus Ortbeton sowie dadurch, daß die Fertigschalungselemente (31) jeweils innen mit mindestens einem Gitterträger (34, 35) ausgesteift sind und daß der oder die Gitterträger (34, 35) mindestens teilweise in die Bodenplatte (6) hineinragen.
- Gebäude nach Anspruch 23, dadurch gekennzeichnet, daß die Fertigschalungs-elemente (31) ein Auflager für die Stahlbetonfertigbauteile (1, 2) der Außenwände bilden.
- Gebäude nach Anspruch 24, dadurch gekennzeichnet, daß die Fertigschalungselemente (31) ein Auflager für die Vorsatzschale (2c) von zweischalig ausgebildeten Sandwich-Fertigbauteilen (2) der Außenwände bilden.
- Gebäude nach einem der Ansprüche 18 bis 25, dadurch gekennzeichnet, daß die Längsnuten (15) der Fertigbauteile (1 bis 4) und die mit ihnen kommunizierenden Hohlräume (18, 33) ganz oder teilweise mit Mörtel (10) oder Beton ausgefüllt sind.
- Gebäude nach Anspruch 26, dadurch gekennzeichnet, daß das nicht bereits durch Bewehrungselemente (21, 22; 9) oder federartig eingreifende Vorsprünge (28) eingenommene Restvolumen der Nuten (24, 24') in den Stirnflächen (13, 14) und der Nuten (20) in den Stirnflächen (12) der Fertigbauteile (1 bis 3) ganz oder teilweise mit Mörtel oder Beton ausgefüllt ist.
- Gebäude nach Anspruch 26 oder 27, dadurch gekennzeichnet, daß in die Fugensperrnuten (25) der Fertigbauteile (1, 2) federartig eingreifende Streifen (27) von Hartfaserplatten oder Dämmstoffplatten eingeschoben sind.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4323011 | 1993-07-09 | ||
DE4323011A DE4323011A1 (de) | 1993-07-09 | 1993-07-09 | Stahlbetonfertigbauteil und damit errichtetes Gebäude |
PCT/EP1994/002223 WO1995002096A1 (de) | 1993-07-09 | 1994-07-07 | Stahlbetonfertigbauteil und damit errichtetes gebäude |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0663977A1 EP0663977A1 (de) | 1995-07-26 |
EP0663977B1 true EP0663977B1 (de) | 1999-12-08 |
Family
ID=6492421
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP94922267A Expired - Lifetime EP0663977B1 (de) | 1993-07-09 | 1994-07-07 | Stahlbetonfertigbauteil und damit errichtetes gebäude |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0663977B1 (de) |
AT (1) | ATE187519T1 (de) |
DE (2) | DE4323011A1 (de) |
WO (1) | WO1995002096A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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DE202009011357U1 (de) * | 2009-08-21 | 2011-01-13 | Pfeifer Holding Gmbh & Co. Kg | Dichtung für das Abdichten eines Vergusshohlraumes zwischen wenigstens zwei Bauteilen |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
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TW352398B (en) * | 1995-09-08 | 1999-02-11 | Tien Chiu | Prefabricated concrete wall panels, and their process and their use on building |
DE19837236A1 (de) * | 1998-08-17 | 2000-02-24 | Torsten Goenner | Fertighaussystem |
DE29912075U1 (de) * | 1999-07-10 | 1999-09-09 | Pilger Martin | Wandelement |
EP1382759A1 (de) * | 2002-07-16 | 2004-01-21 | Manufacture Logie, Sarl | Vorgefertigte Bauelemente zur Erstellung eines Bauwerks und Bauwerk mit solchen Bauelementen |
FR2842552A1 (fr) * | 2002-07-16 | 2004-01-23 | Manuf Logie | Elements de construction prefabriques pour la realisation d'un batiment et batiments obtenus a l'aide des elements prefabriques |
AU2003224441A1 (en) * | 2003-04-08 | 2004-11-01 | Antonio Pugliese | Building using prefabricated building elements |
DE10320995A1 (de) * | 2003-05-09 | 2004-11-25 | Roland Wolf | Stoßfugenanordnung bei einem Bauwerkteil, Betonfertigteile hierfür und Bauwerkteil mit solchen Betonfertigteilen und Stoßfugenanordnungen |
RU2016109616A (ru) * | 2013-09-27 | 2018-11-26 | САРАЙ Жан-Люк | Устройство, образующее элемент строительной конструкции |
CN113931327A (zh) * | 2021-09-30 | 2022-01-14 | 上海宝冶集团有限公司 | 预制外墙水平接缝的防水工艺 |
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DE7131643U (de) * | 1972-01-27 | Johns-Manville | Bauteile aus Asbestzement, Beton oder dergleichen mit Fugenabdichtungen | |
CH187039A (de) * | 1935-10-22 | 1936-10-31 | Singer Alexander | Verfahren zur Herstellung einer Baukonstruktion mit innern Hohlräumen, und nach dem Verfahren hergestellte Baukonstruktion. |
US2373409A (en) * | 1942-02-27 | 1945-04-10 | Wilbur V Myer | Building construction |
FR1438531A (fr) * | 1965-04-01 | 1966-05-13 | Procédé améliorant l'assemblage de panneaux en béton | |
US3434263A (en) * | 1965-07-19 | 1969-03-25 | Keystone Consolidated Ind Inc | Shear link and method of using same |
US3803788A (en) * | 1968-06-19 | 1974-04-16 | P Artmann | Building construction and process for producing structural elements for such construction |
FR95892E (fr) * | 1968-12-12 | 1971-11-12 | Thevenot Christian | Élément de construction préfabriqué. |
DE2155456A1 (de) * | 1971-11-08 | 1973-05-17 | Siegfried Bezold | Bausatz aus betonfertigteilen zum aufbau eines kellers fuer ein gebaeude |
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FR2284719A1 (fr) * | 1974-09-11 | 1976-04-09 | Ferry Jacques | Systeme d'assemblage de pieces prefabriquees en beton arme, dispositif des elements de raccordement et outillage permettant de le realiser |
FR2287832A7 (fr) * | 1974-10-10 | 1976-05-07 | Johns Manville Nv | Dispositif d'etancheite pour panneaux de construction |
DE2715277A1 (de) * | 1977-04-05 | 1978-10-12 | Karl Becher | Sandwich-bauelement sowie damit hergestellte baukonstruktion |
FR2425508A1 (fr) * | 1978-05-08 | 1979-12-07 | Chandellier Antoine | Procede et elements pour assurer la liaison horizontale d'elements verticaux prefabriques, en beton arme ou en beton |
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-
1993
- 1993-07-09 DE DE4323011A patent/DE4323011A1/de not_active Withdrawn
-
1994
- 1994-07-07 EP EP94922267A patent/EP0663977B1/de not_active Expired - Lifetime
- 1994-07-07 AT AT94922267T patent/ATE187519T1/de not_active IP Right Cessation
- 1994-07-07 DE DE59408988T patent/DE59408988D1/de not_active Expired - Fee Related
- 1994-07-07 WO PCT/EP1994/002223 patent/WO1995002096A1/de active IP Right Grant
Non-Patent Citations (1)
Title |
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Auszüge des Handbuches des Produkts "Trendline" der Firma Bauinnovations-Verwertungs-GmbH * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202009011357U1 (de) * | 2009-08-21 | 2011-01-13 | Pfeifer Holding Gmbh & Co. Kg | Dichtung für das Abdichten eines Vergusshohlraumes zwischen wenigstens zwei Bauteilen |
WO2011020601A1 (de) | 2009-08-21 | 2011-02-24 | Pfeifer Holding Gmbh & Co. Kg | Dichtung für das abdichten eines vergusshohlraumes zwischen wenigstens zwei bauteilen |
Also Published As
Publication number | Publication date |
---|---|
DE4323011A1 (de) | 1995-01-12 |
WO1995002096A1 (de) | 1995-01-19 |
ATE187519T1 (de) | 1999-12-15 |
EP0663977A1 (de) | 1995-07-26 |
DE59408988D1 (de) | 2000-01-13 |
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