EP2927383A1 - Formwork for walls which are to be built - Google Patents
Formwork for walls which are to be built Download PDFInfo
- Publication number
- EP2927383A1 EP2927383A1 EP14163332.1A EP14163332A EP2927383A1 EP 2927383 A1 EP2927383 A1 EP 2927383A1 EP 14163332 A EP14163332 A EP 14163332A EP 2927383 A1 EP2927383 A1 EP 2927383A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plates
- formwork
- sides
- bridge
- end portions
- 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- Withdrawn
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Classifications
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
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- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
- E04G17/0755—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts
- E04G17/0758—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts remaining completely or partially embedded in the cast material
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/8682—Mixed technique using permanent and reusable forms
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/8688—Scaffoldings or removable supports therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
- E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
- E04F13/0846—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements engaging holes or grooves in the side faces of the covering elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0875—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements having a basic insulating layer and at least one covering layer
Definitions
- the invention relates to a formwork for walls to be created according to the preamble of claim 1.
- the formwork can be used for vertical and horizontal walls, whereby a formwork side or both formwork sides can be provided with removable other types of removable panels to make walls in the ground can.
- one or both sides of the formwork can be surrounded by the soil, which can be filled after creating the wall.
- Such a formwork is known, which is composed of assemblies with two spaced-apart plates, the plates form a gap for the wall, which is bounded by the inner surfaces of the plates.
- the plates are connected to each other via at least two detachable bridges, wherein the bridges consist of fixed in the plates and accessible in the gap bridge end portions and wherein bridge spacers connect two associated bridge end portions of the plates of the two shuttering sides together.
- the plates are made of porous material, which are therefore made very thick and heavy for reasons of strength. Since the panels are integrated as permanent formwork in the manufactured wall, this automatically leads to a correspondingly thick wall to obtain the required load capacity for the created wall.
- the weight of the formwork, and in particular the thickness of the wall to be created is positively influenced by the production of the plates of low-viscosity, high-strength hardening materials.
- the lost formwork with thermal barrier coatings can be used when creating walls for heated rooms. Without thermal barrier coatings, the formwork can be used for fences and the like and for the construction of walls for unheated rooms.
- the formwork with removable panels on a formwork side can be used for a wall, which is subsequently processed after acceptance of the formwork side, z. B. in a wall surrounded by soil or the subsequent application of an outer decorative layer.
- the assemblies can be assembled in this way both to a vertical and to a horizontal formwork.
- this connection is improved in the region of the individual bridge spacers in that the four aligned bridge end portions in the plates or removable plates of adjacent layers at a distance a from the bottom and the top of the adjacent layers and arranged are formed as horizontal lobes with a bore that in the holes vertical bolts of the individual bridge spacers are inserted, that the bridge spacers have a height h, which corresponds to twice the distance a, that the bolts of the bridge spacer at the bottom and protrude the top of the bridge intermediate piece, wherein in releasable connections, the bolts are inserted from above into the bridge spacers and prevented by attacks on falling through.
- the cohesion of the modules in the formwork is further improved according to a development in that the plates, the thermal insulation panels and the removable plates on their horizontal undersides or tops and the vertical left sides or right sides a protruding connecting web and the horizontal tops or Lower sides and the vertical right sides or left sides have a connecting web receiving the connecting groove. there the abutting sides can still be provided with an elastomeric layer to ensure an airtight transition at these locations.
- the horizontal undersides of the lowest layer of panels and thermal insulation layers of the modules of the formwork can be provided with gaps in the elastomer layer.
- the thermal insulation panels may be provided on the gap-facing inner sides in the region of the fixed in the plates bridge end portions with vertical recess grooves in which the bridge end portions are arranged protected and freely accessible to the bridge spacers.
- the bridge end portions are arc-shaped in the region of the thermal barrier coating and variable in length to compensate for the change in thickness of the thermal insulation panel depending on the coefficient of longitudinal expansion of the thermal insulation material.
- the heat-insulating layer has raster-like projections and recesses on the side facing the plate, which provide a grid in the plate as stiffening ribs to reduce the amount of low-viscosity material for producing the plate and to increase the strength of the plate.
- fastening elements for the attachment of the formwork to be determined on the formwork for.
- the fastening element may be formed as fixed in the plate threaded bush, which is connected to the bridge end portion.
- a fixing screw for the device to be fixed to the formwork can be screwed into the threaded bushing.
- the layers of the formwork may have different heights H and determine the number x of layers, the floor height of a vertical wall that the vertical outer formwork side is continued with a layer of the thickness of the ceiling determining overvoltage plates and that over angle horizontal ceiling shuttering panels to the vertical inner formwork side are connected.
- the bridge end portions on the inner sides of the exchangeable plates are formed with the sleeves receiving receiving body as the ends of the bridge spacers.
- the bridge spacers are held with bolts in the bridge end portions, the bolts being removable from the sleeves of the bridge spacers.
- the bridge end pieces are fastened with fastening screws to the two superimposed layers of the removable plates.
- the formwork is composed of assemblies composed of two plates 10 and four bridges 20.
- the height of the formwork per floor or floor is determined by the number x of the layers L 1 to L x , whereby assemblies of different heights can be used.
- the assemblies of the formwork are provided in the region of the bottom 11 and the top 12 of the plates 10 with inserted bridge end portions 21 which are arranged in the longitudinal direction of the juxtaposed plates 10 in a uniform pitch T.
- the assemblies can be arranged vertically one above the other without horizontal offset or in the horizontal direction in successive layers each offset by one or more divisions T against each other. This is possible because the bridge end portions 21 which are adjacent to the vertical sides of the plates 10 are spaced apart from T / 2 to their vertical sides.
- the horizontal tops 12 of the plates 10 and the right sides 14 of the plates 10 support upstanding connecting webs 15, and the horizontal bottoms 11 and left vertical sides 13 of the plates 10 are provided with connecting webs 15 of connecting plates 10 receiving connecting grooves 16. This interlocking of the modules with each other improves the maintenance of the modules in the formwork.
- FIG. 2 to 4 show different types of formwork can be assembled in this way.
- the module after Fig. 2 consists of a formwork side with a plate 10 and on the space for the wall to be created facing inside applied thermal barrier coating 50 and only one plate 10 on the other formwork side. It can be clearly seen that the bridge end portions 21 are fixed in the plates 10 and protrude into the gap.
- the thermal barrier coating 50 is traversed by the bridge end portion 21. This passage through the Thermal barrier coating 50 may also be designed arcuately and longitudinally variable to compensate for different ratios of thermal insulation materials.
- the associated bridge end portions 21 are connected to each other via a bridge spacer 22. In this way, a bridge 20, the different layers L 1 and L 2 via the four associated bridge end portions 21 and a single bridge spacer 22 together.
- the bridge 20 carries at the bridge end portions 21 facing ends vertical pin 23, which are insertable into holes of expiring as horizontal lobes bridge end portions 21.
- the panels 10 and the thermal barrier coatings 50 are provided on the interconnected sides of other assemblies with an elastomeric layer that provides an airtight seal.
- the underside of the lowest layer L 1 of the formwork stands on the foundation wall and has in this side gaps in plate, thermal barrier coating 50 and elastomer layer, so that the foundation wall can be dehumidified.
- the Fig. 3 shows a formwork, which is composed on both sides of assemblies with a plate 10 and a thermal barrier coating 50
- the Fig. 4 shows a formwork, in which both formwork pages consist of only one plate 10.
- the bridge end portions 21 are arranged at a distance a to the bottom 11 and the top 12 of the plate 10, which corresponds to half the height h of the bridge intermediate part 22.
- the vertical bolts 23 of the bridge intermediate part 22 protrude at the bottom and top of the bridge intermediate part 22 with the height h.
- the height h 1 of the bridge spacer 22 may be greater than the connecting height h of the bridge end portions 21 on the bridge intermediate portion 22. The distance a of the bridge end portions 21 from the bottoms and tops of the plates 10 of the adjacent assemblies remains however.
- a threaded bushing 25 is introduced, which is preferably integrally connected to the bridge end portion 21.
- a fastening screw 26 is screwed, with a vertically adjustable running frame 27 on the outside of the outer and / or inner formwork can be attached.
- the plates 10 are made of low-viscosity, high-strength curing materials. This leads to a considerable reduction in the weight of the assemblies. In addition, such a plate 10 even at a small thickness sufficient strength.
- the Fig. 6 shows a perspective view of a partial structure of a formwork from a formwork side with a plate 10 and a thermal barrier coating 50 and the other formwork side with a plate 10.
- the back of a formwork side is clearly visible, which is directed to the space facing the side of the thermal insulation panel 50 is.
- a vertical pipe 30 can be set, which can accommodate electrical lines or as a vent line for ventilation or dehumidifying and the like. Can be used.
- the pipes 30 may be defined by branches 31 in the plates 10.
- the pipes 30 and the branches 31 may additionally be provided with openings 33.
- FIG. 9 an assembly of two plates 10 is shown, preferably in the left formwork side mounting elements, such as boxes 40 for electrical equipment, such. As sockets, switches, are used.
- the section through a formwork side of plate 10 and thermal barrier coating 50 after Fig. 10 shows that the mutually facing sides of plate 10 and thermal barrier coating 50 are provided with grid-like projections 17 and 53 and recesses 18 and 52, respectively, so that forms a grid in the plate 10 in the contact region of the plate 10 and the thermal barrier coating 50, which stiffened the plate 10 and increases its strength.
- the amount of low-viscosity, high-strength hardening substances in the manufacture of the plate 10 can be reduced.
- the plate 10 may be introduced a rigid insert, which supports the weight of the component and is expandable at different coefficients of expansion of the thermal insulation material.
- the rigid insert consists of an introduced in the plate 10 nut 35, into which a threaded bolt 36 is screwed, which is guided by the thermal barrier coating 50. On this threaded bolt 36, a sleeve 37 is pushed during assembly of the formwork.
- the Fig. 11 shows the assembly with the plate 10 and the rigid insert in a perspective view of the back of the thermal barrier coating 50th
- Fig. 12 the top layer L x of a vertical formwork is shown, which ends in the area of the horizontal underside for a ceiling to be mounted.
- the uppermost layer L x of the outer formwork side is followed by a layer of overvoltage plates 70, which has a height which corresponds to the thickness of the ceiling.
- Horizontal ceiling shuttering panels are connected via brackets with fixing holes to the top layer L x of the inner formwork side.
- For the ceiling formwork panel carries mounting holes, which are aligned with the mounting holes in the horizontal leg of the angle.
- the new formwork follows use of the invention for the most diverse types of formwork and requires only simple and quick and easy to assemble assemblies.
- the Fig. 13 shows in section a wall 75 with a thermal barrier coating 50 on the outside, which is attached via rigid inserts 35 to the wall 75.
- the insert 35 is introduced with a connecting piece 38 in a decorative layer 39.
- the decorative layer 39 has on the heat insulating layer 50 facing inner surface grid-like distributed projections 17 and recesses 18, in which the thermal barrier coating 50 with grid-like distributed projections 53 and recesses 52 engages.
- the decorative layer 35 is reinforced like a lattice and reduced in the material.
- a plate 10 can also be used, which is made of low-viscosity, high-strength hardening substances.
- a circuit in which one formwork side consists of removable removable plates 60.
- the removable plates 60 carry on the inside as bridge end portions 21 'box-shaped receiving body, which receive the sleeves 26 formed as ends of the bridge spacers 22. Insertable from above bolts 23 hold the ends of the bridge spacers 22 in the receiving body.
- the receiving body are fastened with fastening screws 29 to the removable plates 60, wherein the receiving body with four fastening screws 25 are attached to the superposed angeordenten adjacent layers of removable plates 60.
- the bolts 23 have stops that prevent falling through in the sleeves 26 of the bridge spacers 22.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
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Abstract
Die Erfindung betrifft eine Schalung für zu erstellende Mauern, die aus Baugruppen mit zwei beabstandeten Platten zusammensetzbar ist. Um eine derartige Schalung so weiterzubilden, dass mit einfachen und leicht zusammenbaubaren Baugruppen Schalungen der verschiedensten Art mit leichtem Gewicht aufgebaut werden können, sieht die Erfindung vor, dass die Platten (10) der Baugruppen der Schalungsseiten auf den dem Zwischenraum zugekehrten Innenflächen mit oder ohne eine Wärmedämmschicht (50) versehen, dass die Platten (10) beider Schalungsseiten aus dünnflüssigen und hochfest aushärtenden Stoffen gefertigt sind, dass die Platten (10) und die Wechselplatten (60) horizontal aneinander gereihter Baugruppen im Bereich der Unterseiten (11) und der Oberseiten (12) in einheitlicher Teilung (T) die Brücken-Endteile (21) und dass einzelne Brücken-Zwischenstücke (22) die aufeinander ausgerichteten vier Brücken-Endteile (21) benachbarter Lagen (L 1 , L 2 ; L 2 , L 3 ; L 3 , L x ) der beiden Schalungsseiten miteinander verbinden.The invention relates to a formwork for walls to be created, which is composed of assemblies with two spaced plates. In order to develop such a formwork so that with simple and easily assembled assemblies formworks of various kinds can be constructed with light weight, the invention provides that the plates (10) of the modules of the formwork sides on the space facing the inner surfaces with or without a Thermal insulation layer (50) provided that the plates (10) of both shuttering sides are made of low-viscosity and high-strength curing materials that the plates (10) and the removable plates (60) horizontally juxtaposed assemblies in the bottom (11) and the top ( 12) in uniform pitch (T) the bridge end portions (21) and that individual bridge spacers (22) the aligned four bridge end portions (21) of adjacent layers (L 1, L 2; L 2, L 3; L 3, L x) of the two sides of the formwork.
Description
Die Erfindung betrifft eine Schalung für zu erstellende Mauern nach dem Oberbegriff des Anspruchs 1.The invention relates to a formwork for walls to be created according to the preamble of claim 1.
Die Schalung ist für vertikale und horizontal ausgerichtete Mauern einsetzbar, wobei auch eine Schalungsseite oder beide Schalungsseiten mit abnehmbaren andersartigen Wechselplatten versehen werden können, um Mauern im Erdreich herstellen zu können. Dabei kann eine oder beide Schalungsseiten vom Erdreich umgeben sein, das nach dem Erstellen der Mauer aufgefüllt werden kann.The formwork can be used for vertical and horizontal walls, whereby a formwork side or both formwork sides can be provided with removable other types of removable panels to make walls in the ground can. In this case, one or both sides of the formwork can be surrounded by the soil, which can be filled after creating the wall.
Aus der
Bei dieser bekannten Schalung bestehen die Platten aus porösem Material, die aus Festigkeitsgründen daher sehr dick und schwer ausgebildet sind. Da die Platten als verlorene Schalung in der hergestellten Mauer integriert sind, führt dies automatisch zu einer entsprechend dicken Mauer, um die geforderte Tragfähigkeit für die erstellte Mauer zu erhalten.In this known formwork, the plates are made of porous material, which are therefore made very thick and heavy for reasons of strength. Since the panels are integrated as permanent formwork in the manufactured wall, this automatically leads to a correspondingly thick wall to obtain the required load capacity for the created wall.
Es ist Aufgabe der Erfindung, diese bekannte Schalung so weiterzubilden, dass sie für die unterschiedlichsten Anwendungen mit einfachen und dennoch stabilen Elementen schnell und leicht aufzubauen ist. Dabei sollen insbesondere die Schalungsseiten unterschiedlich gestaltet und an den Verwendungszweck angepasst und die Baugruppen optimal an den Verwendungszweck angepasst sein.It is an object of the invention to develop this known formwork so that it is fast and easy to build for a variety of applications with simple yet stable elements. In particular, the formwork sides should be designed differently and adapted to the intended use and the assemblies should be optimally adapted to the intended use.
Die gestellte Aufgabe wird durch die Merkmale des Anspruchs 1 gelöst.The stated object is solved by the features of claim 1.
Dies ist dadurch erreicht, dass die Platten der Baugruppen der Schalungsseite auf den dem Zwischenraum zugekehrten Innenflächen mit oder ohne eine Wärmedämmschicht oder als abnehmbare, wiederholt verwendbare Wechselplatte aus anderem Material, z. B. Sperrholz oder Verbundstoffen, ausgebildet sind, dass die Platten aus dünnflüssigen und hochfest aushärtenden Stoffen mit Vorsprüngen und/oder Aussparungen auf ihren Oberflächen oder eben gefertigt sind, dass die Platten die Wärmedämmschichten und die Wechselplatten horizontal aneinander gereihter Baugruppen im Bereich der Unterseite und der Oberseite in einheitlicher Teilung die Brücken-Endteile tragen, dass die Baugruppen der Schalung in Lagen übereinander gesetzt sind, wobei die Baugruppen aller Lagen senkrecht übereinander angeordnet oder die Baugruppen benachbarter Lagen um eine oder mehrere Teilungen gegeneinander versetzt sind und dass einzelne Brücken-Zwischenteile der aufeinander ausgerichteten vier Brücken-Endteile benachbarter Lagen die beiden Schalungsseiten miteinander verbinden, wobei bei abnehmbaren Wechselplatten die Brücken-Endteile auf den Innenseiten der Wechselplatten befestigt und diese Verbindungen nach der Herstellung der Mauer von den Außenseiten der Wechselplatten aufhebbar sind.This is achieved in that the plates of the modules of the formwork side on the space facing the inner surfaces with or without a thermal barrier coating or as a removable, repeatedly usable removable disk made of other material, eg. As plywood or composites are formed, that the plates are made of low-viscosity and high-strength hardening substances with projections and / or recesses on their surfaces or flat, that the plates Thermal insulation layers and the plates horizontally juxtaposed assemblies in the bottom and the top in a uniform division wear the bridge end parts that the modules of the formwork are placed in layers on top of each other, the assemblies of all layers arranged vertically one above the other or the assemblies of adjacent layers to a or multiple pitches are offset from each other and that individual intermediate bridge parts of the aligned bridge end portions of adjacent layers connect the two shuttering sides together, with removable removable plates, the bridge end portions mounted on the inner sides of the removable plates and these compounds after the production of the wall of the outsides of the removable disks can be canceled.
Mit diesem Aufbau der Schalung kann je nach Wahl der Zusammensetzung der Schalungsseiten eine verlorene Schalung beidseitig mit oder ohne Wärmedämmschicht oder eine Schalung, die auf einer Schalungsseite eine verlorene Schalung mit oder ohne Wärmedämmschicht und auf der anderen Schalungsseite mit einer abnehmbaren aus Wechselplatten zusammengesetzte Schalung aufgebaut werden.With this structure of the formwork depending on the choice of the composition of the formwork sides a permanent formwork on both sides with or without thermal barrier coating or formwork, which are built on a formwork side a permanent formwork with or without thermal barrier coating and on the other formwork side with a removable form of removable panels formwork ,
In allen Fällen wird durch die Herstellung der Platten aus dünnflüssigen, hochfest aushärtenden Stoffen das Gewicht der Schalung, und insbesondere die Dicke der zu erstellenden Mauer, positiv beeinflusst. Die verlorene Schalung mit Wärmedämmschichten kann bei der Erstellung von Mauern für beheizte Räume verwendet werden. Ohne Wärmedämmschichten kann die Schalung für Zäune und dgl. und für die Erstellung von Mauern für nicht beheizte Räume verwendet werden.In all cases, the weight of the formwork, and in particular the thickness of the wall to be created, is positively influenced by the production of the plates of low-viscosity, high-strength hardening materials. The lost formwork with thermal barrier coatings can be used when creating walls for heated rooms. Without thermal barrier coatings, the formwork can be used for fences and the like and for the construction of walls for unheated rooms.
Die Schalung mit Wechselplatten auf einer Schalungsseite kann für eine Mauer verwendet werden, die nach Abnahme der Schalungsseite nachträglich noch bearbeitet wird, z. B. bei einer von Erdreich umgebenen Mauer oder dem späteren Aufbringen einer Außen-Dekorschicht.The formwork with removable panels on a formwork side can be used for a wall, which is subsequently processed after acceptance of the formwork side, z. B. in a wall surrounded by soil or the subsequent application of an outer decorative layer.
Die Baugruppen können in dieser Weise sowohl zu einer vertikalen als auch zu einer horizontalen Schalung zusammengesetzt werden.The assemblies can be assembled in this way both to a vertical and to a horizontal formwork.
Durch die Verlagerung der Brücken-Endteile in die Bereiche der Unterseiten und der Oberseiten der Platten oder Wechselplatten ergibt sich die Möglichkeit, die vier aufeinander ausgerichteten Brücken-Endteile der beiden Schalungsseiten mit einem einzigen Brücken-Zwischenstück miteinander zu verbinden, was zu einem wesentlich besseren Zusammenhalt der Baugruppen in der Schalung führt.By the displacement of the bridge end portions in the areas of the lower sides and the tops of the plates or removable plates, it is possible to connect the four aligned bridge end portions of the two formwork sides with a single bridge spacer together, resulting in a much better cohesion the assemblies in the formwork leads.
Nach einer weiteren Ausgestaltung der Schalung ist diese Verbindung im Bereich der einzelnen Brücken-Zwischenstücke dadurch verbessert, dass die vier aufeinander ausgerichteten Brücken-Endteile in den Platten bzw. Wechselplatten benachbarter Lagen in einem Abstand a von der Unterseite und der Oberseite der benachbarten Lagen angeordnet und als horizontale Lappen mit einer Bohrung ausgebildet sind, dass in die Bohrungen vertikale Bolzen der einzelnen Brücken-Zwischenstücke einführbar sind, dass die Brücken-Zwischenstücke eine Höhe h aufweisen, die dem doppelten Abstand a entspricht, dass die Bolzen des Brücken-Zwischenstücks an der Unterseite und der Oberseite des Brücken-Zwischenstücks vorstehen, wobei bei lösbaren Verbindungen die Bolzen von oben her in die Brücken-Zwischenstücke einsetzbar und durch Anschläge am Durchfallen verhindert sind.According to a further embodiment of the formwork, this connection is improved in the region of the individual bridge spacers in that the four aligned bridge end portions in the plates or removable plates of adjacent layers at a distance a from the bottom and the top of the adjacent layers and arranged are formed as horizontal lobes with a bore that in the holes vertical bolts of the individual bridge spacers are inserted, that the bridge spacers have a height h, which corresponds to twice the distance a, that the bolts of the bridge spacer at the bottom and protrude the top of the bridge intermediate piece, wherein in releasable connections, the bolts are inserted from above into the bridge spacers and prevented by attacks on falling through.
Der Zusammenhalt der Baugruppen in der Schalung ist nach einer Weiterbildung dadurch noch verbessert, dass die Platten, die Wärmedämmplatten und die Wechselplatten an ihren horizontalen Unterseiten bzw. Oberseiten und die vertikalen linken Seiten bzw. rechten Seiten einen abstehenden Verbindungssteg und an den horizontalen Oberseiten bzw. Unterseiten und der vertikalen rechten Seiten bzw. linken Seiten eine den Verbindungssteg aufnehmende Verbindungsnut aufweisen. Dabei können die aufeinander stoßenden Seiten noch mit einer Elastomerschicht versehen sein, um einen luftdichten Übergang an diesen Stellen sicherzustellen.The cohesion of the modules in the formwork is further improved according to a development in that the plates, the thermal insulation panels and the removable plates on their horizontal undersides or tops and the vertical left sides or right sides a protruding connecting web and the horizontal tops or Lower sides and the vertical right sides or left sides have a connecting web receiving the connecting groove. there the abutting sides can still be provided with an elastomeric layer to ensure an airtight transition at these locations.
Zur Entfeuchtung der Grundmauer können die horizontalen Unterseiten der untersten Lage von Platten und Wärmedämmschichten der Baugruppen der Schalung mit Lücken in der Elastomerschicht versehen sein.For dehumidifying the foundation wall, the horizontal undersides of the lowest layer of panels and thermal insulation layers of the modules of the formwork can be provided with gaps in the elastomer layer.
Die Wärmedämmplatten können auf den dem Zwischenraum zugekehrten Innenseiten im Bereich der in den Platten festgelegten Brücken-Endteile mit vertikalen Aussparungsnuten versehen sein, in denen die Brücken-Endteile geschützt angeordnet und für die Brücken-Zwischenstücke frei zugänglich sind.The thermal insulation panels may be provided on the gap-facing inner sides in the region of the fixed in the plates bridge end portions with vertical recess grooves in which the bridge end portions are arranged protected and freely accessible to the bridge spacers.
Die Brücken-Endteile sind im Bereich der Wärmedämmschicht bogenförmig und in ihrer Länge veränderbar ausgebildet, um die Dickenveränderung der Wärmedammplatte je nach Längsdehnungszahl des Wärmedämmstoffs auszugleichen. Die Wärmedämmschicht weist auf der der Platte zugekehrten Seite rasterartige Vorsprünge und Vertiefungen auf, die in der Platte ein Gitter als Aussteifungsrippen schaffen, um die Menge an dünnflüssigem Stoff zur Herstellung der Platte zu reduzieren und die Festigkeit der Platte zu erhöhen.The bridge end portions are arc-shaped in the region of the thermal barrier coating and variable in length to compensate for the change in thickness of the thermal insulation panel depending on the coefficient of longitudinal expansion of the thermal insulation material. The heat-insulating layer has raster-like projections and recesses on the side facing the plate, which provide a grid in the plate as stiffening ribs to reduce the amount of low-viscosity material for producing the plate and to increase the strength of the plate.
In die äußeren und inneren Platten sind auf den Außenseiten, vorzugsweise im Bereich der Brücken-Endteile, Befestigungselemente für die Befestigung von an der Schalung festzulegenden Einrichtungen, z. B. von vertikal verstellbaren Laufgerüsten, eingebracht, die auch einstückig mit den Brücken-Endteilen herstellbar sind. Dabei kann das Befestigungselement als in der Platte festgelegte Gewindebuchse ausgebildet sein, die mit dem Brücken-Endteil verbunden ist. In die Gewindebuchse ist eine Befestigungsschraube für die an der Schalung festzulegende Einrichtung einschraubbar.In the outer and inner plates are on the outer sides, preferably in the region of the bridge end portions, fastening elements for the attachment of the formwork to be determined on the formwork, for. B. vertically adjustable walking frames, introduced, which are also produced in one piece with the bridge end portions. In this case, the fastening element may be formed as fixed in the plate threaded bush, which is connected to the bridge end portion. A fixing screw for the device to be fixed to the formwork can be screwed into the threaded bushing.
In einigen Platten und den Wärmedämmplatten der Schalung können Montageelemente, wie Dosen für elektrische Einrichtungen und Rohrleitungen für elektrische Leitungen, Lüftungsanlagen und dgl. eingebracht sein.In some panels and the thermal insulation boards of the formwork mounting elements, such as cans for electrical equipment and piping for electrical wiring, ventilation systems and the like. Be introduced.
In die über Vorsprünge und Vertiefungen rasterartig miteinander verbundenen Platten und Wärmedämmplatten ist ein steifes Einlegestück eingebracht, das das Eigengewicht der Komponente unterstützt, dass eine Mutter (35) in die Platte (10) eingebracht ist, in die ein Gewinde-Bolzen (36) einschraubbar ist, dass während der Montage vor dem Eingießen von Beton in die Schalung einer Buchse (37) auf den Gewinde-Bolzen (36) aufgesetzt, in der der Gewinde-Bolzen (36) bei einer Veränderung der Längsdehnung des Wärmedämmstiftes gleitet.In the above projections and depressions grid-like interconnected plates and insulation panels a rigid insert is introduced, which supports the weight of the component that a nut (35) is inserted into the plate (10) into which a threaded bolt (36) screwed in that during installation prior to the pouring of concrete into the formwork of a bush (37) is placed on the threaded bolt (36), in which the threaded bolt (36) slides with a change in the longitudinal expansion of the thermal insulation pin.
Die Lagen der Schalung können unterschiedliche Höhen H aufweisen und die Anzahl x der Lagen die Etagenhöhe einer vertikalen Mauer festlegen, dass die vertikale Außen-Schalungsseite mit einer Lage aus die Dicke der Decke bestimmenden Überspannungsplatten fortgesetzt ist und dass über Winkel horizontale Decken-Schalungsplatten an die vertikale Innen-Schalungsseite angeschlossen sind.The layers of the formwork may have different heights H and determine the number x of layers, the floor height of a vertical wall that the vertical outer formwork side is continued with a layer of the thickness of the ceiling determining overvoltage plates and that over angle horizontal ceiling shuttering panels to the vertical inner formwork side are connected.
Auf diese Weise kann die die Etage abschließende Decke mit den vertikal zu erstellenden Mauern einer Etage miteinander hergestellt werden.In this way, the floor closing the ceiling with the walls to be created vertically of a floor can be made together.
Die Brücken-Endteile an den Innenseiten der Wechselplatten sind als die Enden der Brücken-Zwischenstücke mit den Hülsen aufnehmende Aufnahmekörper ausgebildet. Die Brücken-Zwischenstücke sind mit Bolzen in den Brücken-Endteilen gehalten, wobei die Bolzen aus den Hülsen der Brücken-Zwischenstücke herausnehmbar sind. Die Brücken-Endteile sind mit Befestigungsschrauben an den beiden übereinander liegenden Lagen der Wechselplatten befestigt.The bridge end portions on the inner sides of the exchangeable plates are formed with the sleeves receiving receiving body as the ends of the bridge spacers. The bridge spacers are held with bolts in the bridge end portions, the bolts being removable from the sleeves of the bridge spacers. The bridge end pieces are fastened with fastening screws to the two superimposed layers of the removable plates.
Die Erfindung wird anhand der beiliegenden Zeichnungen an Ausführungsbeispielen verschiedener Schalungen näher erläutert. Es zeigen:
- Fig. 1
- den Aufbau einer verlorenen Schaltung mit Baugruppen aus zwei Platten in übereinander angeordneten Lagen horizontal gegeneinander versetzter Baugruppen,
- Fig.2
- eine Baugruppe der Schalung aus einer Schalungsseite mit Platte und Wärmedämmplatte und der anderen Schalungsseite aus einer Platte,
- Fig. 3
- eine Baugruppe der Schalung mit Platte und Wärmedämmplatte auf beiden Schalungsseiten,
- Fig. 4
- eine Baugruppe der Schalung mit nur einer Platte auf beiden Schalungsseiten,
- Fig. 5
- eine der Baugruppe nach
Fig. 4 entsprechende Schalung, bei der an der Außen-Schalungsseite ein vertikal verstellbares Laufgerüst angebracht ist, - Fig. 6
- eine perspektivische Ansicht auf die Rückseite einer Schalungsseite mit Platte und Wärmedämmschicht, wobei die Wärmedämmschicht im Bereich der Brücken-Endteile der Platte vertikale Aussparungsnuten aufweist, in denen die Brücken-Endteile geschützt angeordnet und für die Brücken-Zwischenstücke frei zugänglich sind,
- Fig. 7
- eine Baugruppe mit Platte und Wärmedämmplatte auf der einen und einer abnehmbaren Wechselplatte auf der anderen Schalungsseite in perspektivischer Ansicht,
- Fig. 8
- in perspektivischer Ansicht die Festlegung von Rohrleitungen im Zwischenraum einer Baugruppe,
- Fig. 9
- in perspektivischer Ansicht die in einer Platte eingebrachten Montageelemente als Dose für elektrische Steckdosen oder Schalter,
- Fig. 10
- im Schnitt die zusätzliche Einbringung von steifen Einiegeteilen in einer aus Platte und Wärmedämmschicht zusammengesetzten Schalungsseite,
- Fig. 11
- die Schalungsseite nach
Fig. 10 in perspektivischer Ansicht, - Fig. 12
- in Perspektive den Anschluss einer Lage von Überspannungsplatten für eine horizontale Decke, die an die Außen-Schalungsseite für die vertikale Etagenwand anschließt,
- Fig. 13
- im vertikalen Schnitt eine Mauer, deren Platte als Dekorplatte ausgebildet und mit Einlegeteilen versteift ist und
- Fig. 14
- eine Schalung mit abnehmbaren Wechselplatten, die mit lösbaren Brücken-Endteilen and den Brücken-Zwischenstücken angebracht sind.
- Fig. 1
- the construction of a lost circuit with assemblies of two plates in superimposed layers horizontally staggered modules,
- Fig.2
- an assembly of the formwork from a formwork side with plate and thermal insulation board and the other formwork side of a plate,
- Fig. 3
- an assembly of the formwork with plate and thermal insulation board on both sides of the formwork,
- Fig. 4
- an assembly of the formwork with only one plate on both sides of the formwork,
- Fig. 5
- one of the module after
Fig. 4 appropriate formwork, in which on the outer formwork side a vertically adjustable running frame is attached, - Fig. 6
- a perspective view of the back of a formwork side with plate and thermal barrier coating, wherein the thermal barrier coating in the region of the bridge end portions of the plate has vertical recess grooves in which the bridge end portions are arranged protected and freely accessible to the bridge spacers,
- Fig. 7
- an assembly with plate and thermal insulation board on one side and a removable removable plate on the other formwork side in perspective view,
- Fig. 8
- in perspective view the definition of pipelines in the space of an assembly,
- Fig. 9
- a perspective view of the mounted in a plate mounting elements as a socket for electrical sockets or switches,
- Fig. 10
- on average, the additional introduction of rigid Einig parts in a composed of plate and thermal insulation formwork side,
- Fig. 11
- the formwork side after
Fig. 10 in perspective view, - Fig. 12
- in perspective, the connection of a layer of overvoltage plates for a horizontal ceiling, which adjoins the outer formwork side for the vertical floor wall,
- Fig. 13
- in vertical section a wall whose plate is designed as a decorative plate and stiffened with inserts and
- Fig. 14
- a formwork with removable exchangeable plates mounted with detachable bridge end pieces and bridge spacers.
Wie der
Die horizontalen Oberseiten 12 der Platten 10 und die rechten Seiten 14 der Platten 10 tragen abstehende Verbindungsstege 15, und die horizontalen Unterseiten 11 und die linken vertikalen Seiten 13 der Platten 10 sind mit die Verbindungsstege 15 anschließender Platten 10 aufnehmenden Verbindungsnuten 16 versehen. Diese Verzahnung der Baugruppen untereinander verbessert den Halt der Baugruppen in der Schalung.The horizontal tops 12 of the
Wie die
Die Baugruppe nach
Die
Wie
In
Für alle Baugruppen gilt, dass als wesentliches Element die Platten 10 aus dünnflüssigen, hochfest aushärtenden Stoffen gefertigt sind. Dies führt zu einer erheblichen Reduzierung des Gewichts der Baugruppen. Zudem weist eine derartige Platte 10 schon bei einer kleinen Dicke eine ausreichende Festigkeit auf.Applies to all modules that as an essential element, the
Die
Wie die
Wie
In der
Der Schnitt durch eine Schalungsseite aus Platte 10 und Wärmedämmschicht 50 nach
Die
In
Die
Schließlich zeigt
Claims (14)
dadurch gekennzeichnet,
dass die Platten (10) der Baugruppen der Schalungsseiten auf den dem Zwischenraum zugekehrten Innenflächen mit oder ohne eine Wärmedämmschicht (50) versehen,
oder als abnehmbare, wiederholt verwendbare Wechselplatte (60) aus anderem Material, z. B. Sperrholz oder Verbundstoffen, ausgebildet sind,
dass die Platten (10) aus dünnflüssigen und hochfest aushärtenden Stoffen mit Vorsprüngen und/oder Aussparungen auf ihren Oberflächen oder eben gefertigt sind,
dass die Platten (10), Wärmedämmschichten (50) und die Wechselplatten (60) horizontal aneinander gereihter Baugruppen im Bereich der Unterseiten (11) und der Oberseiten (12) in einheitlicher Teilung (T) die Brücken-Endteile (21) tragen,
dass die Baugruppen der Schalung in Lagen (L1, L2, L3....Lx) übereinander gesetzt sind, wobei die Baugruppen aller Lagen (L1, L2, L3....Lx) senkrecht übereinander angeordnet oder die Baugruppen benachbarter Lagen (L1, L2; L2, L3; L3, Lx) um eine oder mehrere Teilungen (T) gegeneinander versetzt sind und
dass einzelne Brücken-Zwischenstücke (22) die aufeinander ausgerichteten vier Brücken-Endteile (21) benachbarter Lagen (L1, L2; L2, L3; L3, Lx) der beiden Schalungsseiten miteinander verbinden, wobei bei abnehmbaren Wechselplatten (60) die Brücken-Endteile (21') auf den Innenseiten der Wechselplatten (60) befestigt und diese Verbindungen nach der Herstellung der Mauer von den Außenseiten der Wechselplatten (60) enthebbar sind.Shuttering for walls to be constructed, which is made up of subassemblies with two mutually spaced plates (10), the plates (10) forming a space for the wall bounded by the inner surfaces of the plates (10) Panels (10) of the assemblies are interconnected by at least two releasable bridges (20), the bridges (20) being defined in the panels (10) and accessible in the gap bridge end portions (21) and being bridge spacers ( 22) interconnect the two associated bridge end portions (21) in the plates (10),
characterized,
in that the panels (10) of the modules of the shuttering sides are provided on the inner surfaces facing the intermediate space, with or without a thermal barrier coating (50),
or as a removable, repeatedly usable removable plate (60) made of other material, eg. As plywood or composites are formed,
that the plates (10) are made of low-viscosity and high-strength hardening substances with projections and / or recesses on their surfaces or flat,
that the plates (10), thermal barrier coatings (50) and the exchange plates (60) horizontally arranged in a row assemblies in the area of the bottoms (11) and the tops (12) in a uniform pitch (T) bear the bridge end portions (21),
that the assemblies of the formwork in layers (L 1 , L 2 , L 3 .... L x ) are set one above the other, wherein the assemblies of all layers (L 1 , L 2 , L 3 .... L x ) perpendicular to each other arranged or the assemblies of adjacent layers (L 1 , L 2 , L 2 , L 3 , L 3 , L x ) are offset by one or more divisions (T) against each other and
that individual bridges intermediate pieces (22) the aligned four bridges end portions (21) of adjacent layers (L 1, L 2; L 2, L 3, L 3, L x) connecting the two formwork sides to each other, (for removable release plates 60) the bridge end portions (21 ') on the inner sides of the removable plates (60) attached and these compounds after the production of the wall of the outer sides of the removable plates (60) can be lifted.
dadurch gekennzeichnet,
dass die vier aufeinander ausgerichteten Brücken-Endteile (21) in den Platten (10) bzw. den Wechselplatten (60) benachbarter Lagen (L1, L2; L2, L3; L3, Lx) in einem Abstand (a) von der Unterseite (11) und der Oberseite (12) der benachbarten Lagen angeordnet und als horizontale Lappen mit einer Bohrung ausgebildet sind,
dass in die Bohrungen vertikale Bolzen (23) der einzelnen Brücken-Zwischenstücke (22) einführbar sind,
dass die Brücken-Zwischenstücke (22) eine Höhe (h) aufweisen, die dem doppelten Abstand (a) entspricht und an den Enden vertikale Hülsen aufweisen,
und dass die Bolzen (23) von oben in die Hülsen (26) einführbar sind und über angebrachte Anschläge am Durchfallen aus den Hülsen (26) gesichert sind.Formwork according to claim 1,
characterized,
in that the four aligned bridge end parts (21) in the plates (10) and the removable plates (60) of adjacent layers (L 1 , L 2 ; L 2 , L 3 ; L 3 , L x ) are spaced (a ) are arranged from the underside (11) and the upper side (12) of the adjacent layers and are formed as horizontal tabs with a bore,
in that vertical bolts (23) of the individual bridge spacers (22) can be inserted into the holes,
that the bridge intermediate pieces (22) have a height (h) which corresponds to twice the distance (a) and having at the ends of vertical tubes,
and that the bolts (23) are insertable from above into the sleeves (26) and are secured by means of attached stops from falling out of the sleeves (26).
dadurch gekennzeichnet,
dass die Platten (10), die Wärmedämmschichten (50) und die Wechselplatten (60) an ihren horizontalen Unterseiten (11) bzw. Oberseiten (12) und die vertikalen linken Seiten (13) bzw. rechten Seiten (14) einen abstehenden Verbindungssteg (15) und an den horizontalen Oberseiten (12) bzw. Unterseiten (11) und den vertikalen rechten Seiten (14) bzw. linken Seiten (13) eine den Verbindungssteg (15) aufnehmende Verbindungsnut (16) aufweisen.Formwork according to claim 1 and 2,
characterized,
in that the plates (10), the heat-insulating layers (50) and the exchangeable plates (60) have a protruding connecting web on their horizontal lower sides (11) or upper sides (12) and the vertical left-hand sides (13) and right-hand sides (14). 15) and on the horizontal upper sides (12) or lower sides (11) and the vertical right sides (14) and left sides (13) have a connecting web (15) receiving the connecting groove (16).
dadurch gekennzeichnet,
dass zu einem luftdichten Verbinden der Platten (10) und der Wärmedämmschichten (50) in der Schalung die horizontalen Unterseiten (11) und Oberseiten (12) sowie die linken und rechten vertikalen Seiten (13, 14) der Platten (10) und der Wärmedämmschichten (50) mit einer Elastomerschicht versehen sind.Formwork according to claim 1 to 3,
characterized,
that an air-tight connection of the plates (10) and the heat insulating layers (50) in the formwork, the horizontal support sides (11) and tops (12) and the left and right vertical sides (13, 14) of the plates (10) and said thermal insulation layers (50) are provided with an elastomer layer.
dadurch gekennzeichnet,
dass zur Entfeuchtung der Grundmauer die horizontalen Unterseiten (11) der untersten Lage (21) von Platten (10) und Wärmedämmschichten (50) mit Lücken in der Elastomerschicht versehen sind.Formwork according to claim 4,
characterized,
that for the dehumidification of the base wall, the horizontal support sides (11) of the lowermost layer (21) of plates (10) and thermal barrier coatings (50) are provided with gaps in the elastomer layer.
dadurch gekennzeichnet,
dass die Wärmedämmplatten (50) auf ihren dem Zwischenraum zugekehrten Innenseiten im Bereich der in den Platten (10) festgelegten Brücken-Endteile (21) mit vertikalen Aussparungsnuten (51) versehen sind, in denen die Brücken-Endteile (21) geschützt angeordnet und für die Brücken-Zwischenstücke (22) frei zugänglich sind.Formwork according to claim 1 to 5,
characterized,
that the thermal insulation panels (50) facing towards the gap Inner sides are provided in the region of the in the plates (10) fixed bridge end portions (21) with vertical recess grooves (51) in which the bridge end portions (21) are arranged protected and freely accessible to the bridge spacers (22).
dadurch gekennzeichnet,
dass die Brücken-Endteile (21) im Bereich der Wärmedämmplatte (50) bogenförmig und in ihrer Länge veränderbar ausgebildet sind, um die Dickenveränderung der Wärmedämmplatte (50) je nach Längsdehnungszahl des Wärmedämmstoffs auszugleichen.Formwork according to claim 1 to 6,
characterized,
in that the bridging end parts (21) in the region of the thermal insulation panel (50) are curved and variable in their length, in order to compensate for the change in thickness of the thermal insulation panel (50) according to the coefficient of longitudinal expansion of the thermal insulation material.
dadurch gekennzeichnet,
dass die Wärmedämmschicht (50) auf der der Platte (10) aus aushärtbarem Stoff zugekehrten Seite rasterartige Vorsprünge (53) und Vertiefungen (52) aufweist, die in der Platte (10) ein Gitter (17, 18) als Aussteifungsrippen schaffen, um die Menge an dünnflüssigem Stoff zur Herstellung der Platte (10) zu reduzieren und die Festigkeit der Platte (10) zu erhöhen.Formwork according to claim 1,
characterized,
in that the heat-insulating layer (50) has raster-like projections (53) and depressions (52) on the side facing the plate (10), which create a grid (17, 18) as stiffening ribs in the plate (10) in order to secure the plates To reduce the amount of low-viscosity material for the production of the plate (10) and to increase the strength of the plate (10).
dadurch gekennzeichnet,
dass in die Außenseiten der äußeren und/oder der inneren Platten (10) der Schalung, vorzugsweise im Bereich der Brücken-Endteile (21), Befestigungselemente (25) für die Befestigung von an der Schalung festzulegenden Einrichtungen, z. B. von vertikal verstellbaren Laufgerüsten (27), eingebracht sind, die auch mit den Brücken-Endteilen (21) einstückig herstellbar sind.Formwork according to claim 1,
characterized,
that in the outer sides of the outer and / or the inner plates (10) of the formwork, preferably in the region of the bridge end portions (21), fastening elements (25) for the attachment of to be determined on the formwork devices, for. B. of vertically adjustable running frames (27), are introduced, which are also integrally produced with the bridge end portions (21).
dadurch gekennzeichnet,
dass das Befestigungselement (25) als in der Platte (10) festgelegte Gewindebuchse ausgebildet ist, die mit dem Brücken-Endteil (21) verbunden ist und dass in die Gewindebuchse eine Befestigungsschraube (26) für die an der Schalung festzulegende Einrichtung (27) einschraubbar ist.Formwork according to claim 9,
characterized,
in that the fastening element (25) is designed as a threaded bushing fixed in the plate (10), which is connected to the bridge end part (21) and in that a threaded fastening screw (26) for the device (27) to be fixed to the formwork can be screwed into the threaded bushing is.
dadurch gekennzeichnet,
dass in einigen Platten (10) und Wärmedämmplatten (50) Montageelemente, wie Dosen (40) für elektrische Einrichtungen und Rohrleitungen (30) für elektrische Leitungen, Belüftungs- und Entfeuchtungseinrichtungen und dgl. eingebracht sind.Formwork according to claim 1,
characterized,
that in some plates (10) and thermal insulation panels (50) mounting elements, such as cans (40) for electrical equipment and piping (30) for electrical wiring, ventilation and dehumidifying and the like. Are introduced.
dadurch gekennzeichnet,
dass in die über Vorsprünge und Vertiefungen (17, 18 bzw. 52, 53) rasterartig miteinander verbundenen Platten (10) und Wärmedämmplatten (50) ein steifes Einlegestück (35, 36, 37) eingebracht ist, das das Eigengewicht der Komponente unterstützt und dass eine Mutter (35) in die Platte (10) eingebracht ist, in die ein Gewinde-Bolzen (36) einschraubbar ist, dass während der Montage vor dem Eingießen von Beton in die Schalung eine Buchse (37) auf den Gewinde-Bolzen (36) aufgesetzt, in der der Gewinde-Bolzen (36) bei einer Veränderung der Längsdehnung des Wärmedämmstiftes gleitet.Formwork according to claim 1,
characterized,
in that via projections and depressions (17, 18 or 52, 53) grid-like interconnected plates (10) and thermal insulation panels (50) a rigid insert (35, 36, 37) is introduced, which supports the weight of the component and that a nut (35) is inserted in the plate (10) into which a threaded bolt (36) is screwed, that during assembly prior to pouring concrete into the formwork, a bushing (37) on the threaded bolt (36 ), in which the threaded bolt (36) slides with a change in the longitudinal expansion of the thermal insulation pin.
dadurch gekennzeichnet,
dass die Lagen (L1 bis Lx) der Schalung unterschiedliche Höhen (H) aufweisen und die Anzahl (x) der Lagen die Etagenhöhe der vertikalen Mauer festlegen, dass die vertikale Außen-Schalungsseite mit einer Lage aus die Dicke der Decke bestimmenden Überspannungsplatten (70) fortgesetzt ist und
dass über Winkel (80) horizontale Decken-Schalungsplatten (10') an die vertikale Innen-Schalungsseite angeschlossen sind.Formwork according to claim 1,
characterized,
that the layers (L 1 to L x) of the formwork have different heights (H), and the number (x) of the layers set the floor height of the vertical wall, the vertical outer formwork side (with a layer of the thickness of the blanket determined overvoltage plates 70) is continued and
that over angle (80) horizontal ceiling shuttering panels (10 ') are connected to the vertical inner formwork side.
dadurch gekennzeichnet,
dass die Brücken-Endteile (21') an den Innenseiten der Wechselplatten (60) als die Enden der Brücken-Zwischenstücke (22) mit den Hülsen (26) aufnehmende Aufnahmekörper ausgebildet sind, dass die Brücken-Zwischenstücke (22) mit Bolzen (21) in den Brücken-Endteilen (21') gehalten sind, wobei die Bolzen (23) aus den Hülsen (26) der Brücken-Zwischenstücke (22) herausnehmbar sind, und dass die Brücken-Zwischenstücke (21') mit Befestigungsschrauben (25) an den beiden übereinander liegenden Lagen der Wechselplatten (60) befestigt sind.Formwork according to claim 1,
characterized,
in that the bridging end parts (21 ') are formed on the inner sides of the exchangeable plates (60) as receiving bodies accommodating the ends of the bridge spacers (22) with the sleeves (26), that the bridge spacers (22) are provided with bolts (21 ) are held in the bridge end parts (21 '), wherein the bolts (23) are removable from the sleeves (26) of the bridge spacers (22), and that the bridge spacers (21') with fastening screws (25) are attached to the two superimposed layers of the removable plates (60).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP14163332.1A EP2927383A1 (en) | 2014-04-03 | 2014-04-03 | Formwork for walls which are to be built |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP14163332.1A EP2927383A1 (en) | 2014-04-03 | 2014-04-03 | Formwork for walls which are to be built |
Publications (1)
Publication Number | Publication Date |
---|---|
EP2927383A1 true EP2927383A1 (en) | 2015-10-07 |
Family
ID=50473064
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14163332.1A Withdrawn EP2927383A1 (en) | 2014-04-03 | 2014-04-03 | Formwork for walls which are to be built |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP2927383A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11155995B2 (en) * | 2018-11-19 | 2021-10-26 | Airlite Plastics Co. | Concrete form with removable sidewall |
US20220220733A1 (en) * | 2019-06-25 | 2022-07-14 | Abd Elaziz GHET | A modular structural system and construction method thereof |
US11591813B2 (en) | 2016-11-14 | 2023-02-28 | Airlite Plastics Co. | Concrete form with removable sidewall |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1996006242A1 (en) * | 1994-08-19 | 1996-02-29 | Majnaric Technologies, Inc. | Method and apparatus for erecting building structures |
EP1544368A1 (en) * | 2002-07-01 | 2005-06-22 | Robert Constant Vanhoutte | Formwork element |
FR2880370A1 (en) * | 2005-01-04 | 2006-07-07 | Michel Lesage | Antiseismic, anticyclonic and heat insulating wall mounting method for building, involves placing trellis, channel bar and lattice stanchion in space between two rows of panels and filling concrete in space until to height of rows |
FR2885625A1 (en) * | 2005-05-13 | 2006-11-17 | Spurgin Soc Par Actions Simpli | Sidewall connecting device for constructing integrated formwork structural wall, has units integrating components of sidewalls, and thermal bridge breaking units located at insulating units that are disposed in space between sidewalls |
RU2293162C1 (en) | 2005-05-12 | 2007-02-10 | Сергей Григорьевич Дорофеев | Assembly for retained form |
FR2908801A1 (en) * | 2006-11-20 | 2008-05-23 | Marques Firmiliano Manuel Vida | Absorptive form construction block for vertical wall, has plates connected by separating structure, and including conical shaped ribs and grooves on respective sides for assembling block and sides that are independent from one another |
-
2014
- 2014-04-03 EP EP14163332.1A patent/EP2927383A1/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1996006242A1 (en) * | 1994-08-19 | 1996-02-29 | Majnaric Technologies, Inc. | Method and apparatus for erecting building structures |
EP1544368A1 (en) * | 2002-07-01 | 2005-06-22 | Robert Constant Vanhoutte | Formwork element |
FR2880370A1 (en) * | 2005-01-04 | 2006-07-07 | Michel Lesage | Antiseismic, anticyclonic and heat insulating wall mounting method for building, involves placing trellis, channel bar and lattice stanchion in space between two rows of panels and filling concrete in space until to height of rows |
RU2293162C1 (en) | 2005-05-12 | 2007-02-10 | Сергей Григорьевич Дорофеев | Assembly for retained form |
FR2885625A1 (en) * | 2005-05-13 | 2006-11-17 | Spurgin Soc Par Actions Simpli | Sidewall connecting device for constructing integrated formwork structural wall, has units integrating components of sidewalls, and thermal bridge breaking units located at insulating units that are disposed in space between sidewalls |
FR2908801A1 (en) * | 2006-11-20 | 2008-05-23 | Marques Firmiliano Manuel Vida | Absorptive form construction block for vertical wall, has plates connected by separating structure, and including conical shaped ribs and grooves on respective sides for assembling block and sides that are independent from one another |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11591813B2 (en) | 2016-11-14 | 2023-02-28 | Airlite Plastics Co. | Concrete form with removable sidewall |
US11155995B2 (en) * | 2018-11-19 | 2021-10-26 | Airlite Plastics Co. | Concrete form with removable sidewall |
US20220220733A1 (en) * | 2019-06-25 | 2022-07-14 | Abd Elaziz GHET | A modular structural system and construction method thereof |
US12134892B2 (en) * | 2019-06-25 | 2024-11-05 | Abd Elaziz GHET | Modular structural system and construction method thereof |
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