EP1270839A2 - Vorgefertigtes transportables Bauelement zur Errichtung von Wänden oder/und Decken sowie Verfahren zu seiner Herstellung - Google Patents
Vorgefertigtes transportables Bauelement zur Errichtung von Wänden oder/und Decken sowie Verfahren zu seiner Herstellung Download PDFInfo
- Publication number
- EP1270839A2 EP1270839A2 EP02012953A EP02012953A EP1270839A2 EP 1270839 A2 EP1270839 A2 EP 1270839A2 EP 02012953 A EP02012953 A EP 02012953A EP 02012953 A EP02012953 A EP 02012953A EP 1270839 A2 EP1270839 A2 EP 1270839A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- component
- masonry
- concrete
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
- B28B19/0053—Machines or methods for applying the material to surfaces to form a permanent layer thereon to tiles, bricks or the like
-
- 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
-
- 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
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
- E04G21/147—Means in or on the elements for connecting same to handling apparatus specific for prefabricated masonry wall elements
-
- 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
- E04C2002/001—Mechanical features of panels
- E04C2002/002—Panels with integrated lifting means, e.g. with hoisting lugs
-
- 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
- E04C2002/005—Appearance of panels
- E04C2002/008—Panels with the appearance of a natural stone wall
Definitions
- the invention relates to a prefabricated portable component for the erection of Walls or / and ceilings, with a concrete core and one adjacent to the concrete core Layer of bricks and a method for producing such Component.
- DE 94 03 093 U1 describes prefabricated concrete building elements for the construction of a vaulted cellar. The inner surface the building elements is the structure of a brick sandstone wall simulated.
- a wall or ceiling component known from AT 002 683 U2 includes wall tiles in a masonry-like grouping, some of them in a concrete support core are embedded.
- DE 42 14 915 A1 is a wall component known that has a load-bearing reinforced concrete core by natural stone slabs is blinded.
- a wall component of the type mentioned in the introduction can be found in DE 74 19 996 U.
- the present invention has for its object a new component to create the kind mentioned at the outset that the erection of walls or / and Ceilings with masonry-like structure made possible in increased quality.
- the component according to the invention which achieves this object is characterized in that that the brick layer as built by the bricks and mortar Masonry layer is formed.
- the supporting masonry layer advantageously allows the concrete core to be used accordingly train weaker and thus the weight of the transportable component to reduce.
- the masonry layer lost formwork of the concrete core.
- Such a component can be made in accordance with the method according to the invention produce that at a distance from a formwork wall from the bricks and Mortar built a wall and the space between the formwork wall and the Wall is poured with concrete to form the concrete core. Especially with the uneven surface of a wall made of rough-hewn natural stones this results in a particularly firm connection between the concrete core and the Masonry layer.
- the masonry layer can with anchors, preferably wire anchors be connected to the concrete core.
- the component is for erection a vaulted ceiling is provided and at least the masonry layer arched.
- the concrete core preferably also has one corresponding to the masonry layer Bulge on.
- a curved masonry layer along a tendon exciting stabilization device is provided.
- this stabilizing device has tension rods, in particular threaded rods Formation of tie rods, which are aligned with each other, on the component formed passages are inserted. This, the curvature along a tendon over-tensioning tie rods can be tensioned with the help of nuts and bring the component together during assembly on the construction site Lateral forces until the component with the surrounding walls is firmly connected. The stabilizing device can then be removed.
- the wall is expediently erected in sections and concreted takes place after the relevant wall sections have hardened.
- a horizontally arched formwork wall can be used and it is used in the constant distance to the curved formwork wall a correspondingly curved Wall erected.
- Infinitely adjustable side formwork is preferably used enable the production of walls or ceiling elements in any span.
- the concrete core and the wall can be erected on a concrete base and e.g. With be connected to the concrete base.
- This concrete base can e.g. For education extend a retaining wall angle.
- When producing a vaulted ceiling component can this concrete base to form an end wall of this component serve.
- FIGS. 1 and 2 which curved ceiling components 1 and 1 'show the formation of a cellar vault on perimeter walls 2, 3 and 4 are attached and connected to them.
- the reference number 19 in Fig. 1 indicates a butt joint.
- the arched ceiling component 1 has a reinforced concrete core 5 with steel reinforcement 6 on. On its concave side is the reinforced concrete core 5 with a masonry layer 7 connected, the bricks in the embodiment shown contains natural stone. On the convex outside of the ceiling component 1 is applied a moisture-insensitive insulation layer 8, which together with the component 1 is prefabricated. Dash lines 45 and 46 indicate lateral boundaries the ceiling component 1 and dashed lines 47 and 48 upper limits of Surrounding walls.
- the curved ceiling component 1 also has an end wall made of concrete 9 with a steel reinforcement 18, which is in optical alignment with the masonry layer 7 is clad with natural stone facing 10.
- connection reinforcements 25 connected to connection reinforcements 28, which as Extension of steel reinforcement 11 of the surrounding wall formed are.
- the connection area is concreted.
- Fig. 3 shows the still unprocessed ceiling component 1, which threaded rods 22, which is inserted into mutually aligned passages 23 and 24 and span the arch like a string.
- nuts 26 are screwed, which bear against steel washers 27, which the Reach behind reinforced concrete core 5.
- the end wall 9 are opposite to the component 1 load anchor 29 attached.
- the manufacture of the ceiling component 1 is carried out by a Support frame 33 held, horizontally curved formwork wall 30.
- the insulation layer 8 and the steel reinforcement 6 (in Fig. 4 not shown) attached.
- a concrete foundation forming the end wall 9 now a wall forming the masonry layer 7 is erected, with the continuous Extend joints 12 of the masonry vertically.
- a certain section e.g. with a height of 50 to 60 cm, you leave that Harden the masonry and concretize the steel reinforcement Cavity 34 between the formwork wall 30 and the wall in sections.
- Lateral formwork 31 and 32 are continuously adjustable, so that ceiling components can be manufactured with different vault spans.
- the filling takes place with lightweight concrete, which leads to Weight reduction of the component contributes.
- the component can be transported, with the transport expediently takes place in the state shown in Fig. 4, in which the continuous masonry joints 12 extend vertically.
- the stabilizing threaded rods 22 come especially during processing of the component to take effect when it is horizontal with the continuous Joints 12 is placed on the surrounding walls 2 to 4. As long as there is no connection to the surrounding walls yet Threaded rods transfer the lateral forces.
- the stabilizers can be removed and the threaded rods attached the exit points from the masonry are cut off.
- a wall component 1a arranged on a foundation 36 according to FIG. 5 has a concrete core 5a with a steel reinforcement 6a and one with u.a. via wire anchor 35 masonry layer 7a made of natural stones connected to the concrete core.
- the masonry layer 7a is on a concrete base 9a with a steel reinforcement 18a erected, the concrete base 9a in the embodiment shown in one retaining wall base 37 angled from the component 1a with a further reinforcement 38 passes.
- a wall shown in Fig. 6 has expansion joints 39 and 39 '.
- the wall section between these expansion joints is through portable wall building elements 1a, 1a 'and 1a "with joints at 14 and 14' between the wall components.
- Fitting stones 40 supplement the joints from the wall component to the wall component passing natural stone masonry.
- the wall components 1a, 1a 'and 1a " for the production of the wall components 1a, 1a 'and 1a ", as can be seen in FIG. 7 leaves, at a distance from a formwork wall 30a to form the masonry layers 7a, 7a 'etc. erected a natural stone wall and the reinforcement 6a penetrated it Interspace 34a between the formwork wall 30a and the natural stone wall poured with lightweight concrete.
- the formwork wall 30a expediently extends along the entire length of the components later on elsewhere erecting wall, and there are all the components needed to manufacture the wall made with expansion joints on this formwork wall.
- connection reinforcements 43, 43 ' connected to each other and the cavities with concrete poured out.
- the surrounding walls of the vault shown in FIGS. 1 to 4 5 to 7 can be formed by wall components.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
- Fig. 1
- eine Teilquerschnittsansicht eines Kellergewölbes, das mit Hilfe von Deckenbauelementen gemäß einem ersten Ausführungsbeispiel nach der Erfindung errichtet worden ist,
- Fig. 2
- einen Teil des Kellergewölbes von Fig. 1 in einem Längsschnitt,
- Fig. 3
- das in Fig. 1 in einem Querschnitt gezeigte Deckenbauelement in einer Ansicht von unten,
- Fig. 4
- eine die Herstellung des Deckenbauelements gemäß Fig. 1 bis 3 erläuternde Darstellung,
- Fig. 5
- ein zweites Ausführungsbeispiel für ein Bauelement nach der Erfindung in einer Querschnittsansicht,
- Fig. 6
- eine mit Hilfe von Bauelementen gemäß Fig. 5 errichtete Wand, und
- Fig. 7
- eine die Herstellung von Bauelementen zur Errichtung der Wand gemäß Fig. 6 erläuternde Darstellung.
Claims (11)
- Vorgefertigtes transportables Bauelement (1) für die Errichtung von Wänden oder/und Decken, mit einem Betonkern (5) und einer an dem Betonkern anliegenden Lage aus Mauersteinen,
dadurch gekennzeichnet, dass die Mauersteinlage als durch die Mauersteine und Mörtel errichtete Mauerwerksschicht (7) ausgebildet ist. - Bauelement nach Anspruch 1,
dadurch gekennzeichnet, dass die Mauerwerksschicht (7) eine verlorene Schalung des Betonkerns (5) bildet. - Bauelement nach Anspruch 1 oder 2,
dadurch gekennzeichnet, dass das Bauelement (1) zur Errichtung einer Gewölbedecke vorgesehen und wenigstens die Mauerwerksschicht (7) gewölbt ist. - Bauelement nach Anspruch 3,
dadurch gekennzeichnet, dass eine die gewölbte Mauerwerksschicht (7) entlang einer Sehne spannende Stabilisierungseinrichtung (22,23,26) gebildet ist. - Bauelement nach Anspruch 3 oder 4,
dadurch gekennzeichnet, dass die Stabilisierungseinrichtung (22-27) Stabilisierungsstäbe, vorzugsweise Gewindestäbe (22), aufweist, welche in zueinander ausgerichtete, am Bauelement (1) gebildete Durchgänge (23,24) eingeschoben sind. - Bauelement nach einem der Ansprüche 1 bis 5,
dadurch gekennzeichnet, dass die Mauerwerksschicht (7a) über Anker, vorzugsweise Drahtanker (44), mit dem Betonkern (5a) verbunden ist. - Verfahren zur Herstellung eines vorgefertigten Bauelements (1) mit einem Betonkern (5) und einer an dem Betonkern anliegenden Lage aus Mauersteinen,
dadurch gekennzeichnet, dass im Abstand von einer Schalungswand (30) aus den Mauersteinen und Mörtel eine Mauer (7) errichtet und der Raum (34) zwischen der Schalungswand (30) und der Mauer (7) unter Bildung des Betonkerns (5) mit Beton ausgegossen wird. - Bauelement nach Anspruch 7,
dadurch gekennzeichnet, dass die Mauer (7) in Abschnitten errichtet und eine Ausbetonierung jeweils nach Aushärtung des betreffenden Abschnitts erfolgt. - Verfahren nach Anspruch 7 oder 8,
dadurch gekennzeichnet, dass eine horizontal gewölbte Schalungswand (30) verwendet und eine entsprechend gewölbte Mauer (7) im Abstand zu der Schalungswand (30) errichtet wird. - Verfahren nach einem der Ansprüche 7 bis 9,
dadurch gekennzeichnet, dass entsprechend gewünschter Mauerwerksspannweiten stufenlos verstellbare Seitenschalungen (31,32) verwendet werden. - Verfahren nach einem der Ansprüche 7 bis 10,
dadurch gekennzeichnet, dass der Betonkern (5) und die Mauer (7) auf einem Betonsockel (9) errichtet und vorzugsweise mit dem Betonsockel (9) verbunden werden.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10130077 | 2001-06-19 | ||
DE10130077A DE10130077C1 (de) | 2001-06-19 | 2001-06-19 | Bauteil für die Errichtung von Gewölbedecken und Verfahren zu seiner Herstellung |
DE10137313 | 2001-07-25 | ||
DE2001137313 DE10137313A1 (de) | 2001-07-25 | 2001-07-25 | Verfahren zur Herstellung transportabler Naturstein Stützmauerelementen |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1270839A2 true EP1270839A2 (de) | 2003-01-02 |
EP1270839A3 EP1270839A3 (de) | 2003-11-05 |
Family
ID=26009564
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02012953A Withdrawn EP1270839A3 (de) | 2001-06-19 | 2002-06-12 | Vorgefertigtes transportables Bauelement zur Errichtung von Wänden oder/und Decken sowie Verfahren zu seiner Herstellung |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP1270839A3 (de) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2870268A1 (fr) * | 2004-05-17 | 2005-11-18 | Olivier Rode | Procede de realisation d'une cave enterree, notamment pour la conservation du vin et cave ainsi realisee |
EP1671768A1 (de) | 2004-12-14 | 2006-06-21 | E + E Fertigteille GmbH & Co. KG | Fertigteil mit Natursteinen und Verfahren zur Herstellung eines derartigen Fertigteils |
EP1975334A2 (de) * | 2007-03-29 | 2008-10-01 | Cupa Materiales, S.A. | Vorgefertigte Platte für den Wandbau |
GB2449919A (en) * | 2007-06-08 | 2008-12-10 | Linton Brick Ltd | Prefabricated arch constructions |
EP2140992A3 (de) * | 2008-07-04 | 2010-11-10 | Prometheus Projektgesellschaft für rationelles 3D formen mbH | Herstellung von Bauelementen, insbesondere von Wand- oder Fassadenelementen |
ITUD20100202A1 (it) * | 2010-11-10 | 2012-05-11 | C P S Di Corubolo Germano & C S N C | "metodo di realizzazione di volte" |
CN103437504A (zh) * | 2013-08-28 | 2013-12-11 | 天津住宅集团建设工程总承包有限公司 | 一种大跨度双曲线异形砖弧拱与混凝土弧拱过梁施工方法 |
DE102013100758A1 (de) * | 2013-01-25 | 2014-07-31 | Dieter Wegerhoff | Fertigbauteilelement und Verfahren zum Errichten eines Bauwerks |
EP3725970A1 (de) * | 2019-04-18 | 2020-10-21 | Vermeersch, Nick | Vorgefertigtes bogenelement für bogengewölbe |
BE1027197B1 (nl) * | 2019-04-18 | 2020-11-19 | Nick Vermeersch | Prefab boogelement voor booggewelven |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT2683B (de) | 1900-01-25 | 1900-11-10 | Siemens Ag | |
DE7419996U (de) | 1974-10-31 | Kauffmann W | Stützmauer-Element für Gartenanlagen | |
DE4214915A1 (de) | 1992-05-11 | 1993-11-18 | Leonhardt & Sohn Kg Betonwerke | Stützmauer aus Fertigteilen |
DE9403093U1 (de) | 1994-02-24 | 1994-06-30 | Arnold, Philipp, 74397 Pfaffenhofen | Gewölbekeller |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1809504A (en) * | 1927-10-11 | 1931-06-09 | Carvel Richard | Building construction |
US2360285A (en) * | 1943-07-16 | 1944-10-10 | John S Sherman | Arched construction and method for erecting same |
US3768225A (en) * | 1968-04-03 | 1973-10-30 | M Sloan | Method of precasting a masonry wall panel |
-
2002
- 2002-06-12 EP EP02012953A patent/EP1270839A3/de not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7419996U (de) | 1974-10-31 | Kauffmann W | Stützmauer-Element für Gartenanlagen | |
AT2683B (de) | 1900-01-25 | 1900-11-10 | Siemens Ag | |
DE4214915A1 (de) | 1992-05-11 | 1993-11-18 | Leonhardt & Sohn Kg Betonwerke | Stützmauer aus Fertigteilen |
DE9403093U1 (de) | 1994-02-24 | 1994-06-30 | Arnold, Philipp, 74397 Pfaffenhofen | Gewölbekeller |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2870268A1 (fr) * | 2004-05-17 | 2005-11-18 | Olivier Rode | Procede de realisation d'une cave enterree, notamment pour la conservation du vin et cave ainsi realisee |
EP1671768A1 (de) | 2004-12-14 | 2006-06-21 | E + E Fertigteille GmbH & Co. KG | Fertigteil mit Natursteinen und Verfahren zur Herstellung eines derartigen Fertigteils |
NO339547B1 (no) * | 2007-03-29 | 2016-12-27 | Cupa Mat Sa | Prefabrikkert panel for veggkonstruksjon med en synlig ytterflate av naturstein, samt en fremgangsmåte for tilvirkning av et slikt prefabrikkert panel. |
EP1975334A2 (de) * | 2007-03-29 | 2008-10-01 | Cupa Materiales, S.A. | Vorgefertigte Platte für den Wandbau |
EP1975334A3 (de) * | 2007-03-29 | 2010-10-27 | Cupa Materiales, S.A. | Vorgefertigte Platte für den Wandbau |
GB2449919A (en) * | 2007-06-08 | 2008-12-10 | Linton Brick Ltd | Prefabricated arch constructions |
EP2140992A3 (de) * | 2008-07-04 | 2010-11-10 | Prometheus Projektgesellschaft für rationelles 3D formen mbH | Herstellung von Bauelementen, insbesondere von Wand- oder Fassadenelementen |
ITUD20100202A1 (it) * | 2010-11-10 | 2012-05-11 | C P S Di Corubolo Germano & C S N C | "metodo di realizzazione di volte" |
DE102013100758A1 (de) * | 2013-01-25 | 2014-07-31 | Dieter Wegerhoff | Fertigbauteilelement und Verfahren zum Errichten eines Bauwerks |
WO2014115059A1 (de) * | 2013-01-25 | 2014-07-31 | Dieter Wegerhoff | Fertigbauteilelement und verfahren zum errichten eines bauwerks |
DE102013100758B4 (de) * | 2013-01-25 | 2015-12-17 | Dieter Wegerhoff | Fertigbauteilelement und Verfahren zum Errichten eines Bauwerks |
CN103437504B (zh) * | 2013-08-28 | 2015-06-03 | 天津住宅集团建设工程总承包有限公司 | 一种大跨度双曲线异形砖弧拱与混凝土弧拱过梁施工方法 |
CN103437504A (zh) * | 2013-08-28 | 2013-12-11 | 天津住宅集团建设工程总承包有限公司 | 一种大跨度双曲线异形砖弧拱与混凝土弧拱过梁施工方法 |
EP3725970A1 (de) * | 2019-04-18 | 2020-10-21 | Vermeersch, Nick | Vorgefertigtes bogenelement für bogengewölbe |
BE1027197B1 (nl) * | 2019-04-18 | 2020-11-19 | Nick Vermeersch | Prefab boogelement voor booggewelven |
Also Published As
Publication number | Publication date |
---|---|
EP1270839A3 (de) | 2003-11-05 |
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