This application is the national stage of PCT/DE2007/002066 filed on Nov. 15, 2007 and also claims Paris Convention priority to DE 10 2006 055 306.3 filed on Nov. 23, 2006.
The invention concerns a head for a prop of formwork for a concrete ceiling, having an end piece facing the concrete ceiling and of which the longitudinal axis extends perpendicular to the plane of the concrete formwork, and a prop of a concrete formwork, and a concrete formwork with such a prop head. The prop head in accordance with the invention is in particular suitable for use in formwork for slanted concrete ceilings, i.e. for concrete ceilings which have a vertical component of direction.
Formwork for concrete-cast ceilings (ceiling formwork) usually comprises a system of steel or wood girders, for example, onto which the formwork panels which shape the bottom side of the concrete ceiling are placed. This is referred to as grid formwork. Alternatively, the formwork panels may be fixed to a rigid substructure, mostly consisting of aluminum girders. Such a substructure, having at least one formwork panel fixed to it, is referred to as a panel. The ends of the girders and/or the panel are fixed to prop heads which extend the props of the concrete formwork axially towards the concrete ceiling. The girders of the concrete ceiling formwork have clasping mechanisms disposed at their ends by means of which they are often clasped by clasping structures (receivers) shaped to complement the clasping mechanisms in the region of the end piece end of the prop head facing the concrete ceiling, which allows swift mounting of the ceiling formwork. In ceiling formwork, the girders are always aligned perpendicular to the longitudinal axis of the prop head, since the clasping structures are configured in such a way that the girders are aligned perpendicular to the prop head. The girders of the concrete formwork can only absorb the vertical forces caused by the loads they support, since they can divert forces substantially only in their axial direction.
Prop heads which are configured as so-called drop-heads are known to also facilitate dismounting of such ceiling formwork. In such drop-heads, the clasping structures of the drop-head are configured on elements which move axially in the longitudinal direction of the prop and/or the drop-head, wherein the elements can be secured by means of wedges and/or wedge plates, for example, and which hold the completely mounted ceiling formwork ready for concrete-casting. Once the concrete ceiling has sufficiently hardened, the wedge and/or wedge plate, for example, can be knocked out and/or released, whereupon the mobile element can be shifted away from the concrete ceiling or falls down on its own by gravity. In this dismantled position, the girders can easily be dismounted. Such drop-heads and associated concrete formwork are disclosed, for example, in U.S. Pat. Nos. 3,915,423 and 3,239,188.
In case of slanted ceiling formwork, i.e. formwork for a slanted concrete ceiling, the girders of the concrete formwork and the formwork panels disposed on them do not extend exclusively horizontally. Nevertheless, the girders are disposed perpendicular to the longitudinal axis of the prop heads in known slanted ceiling formwork. The props are therefore placed upon a floor plate, for example, slanted relative to the vertical at an angle which tallies with the incline of the ceiling to be concrete-cast. As the downward forces produced by the ceiling formwork and the concrete ceiling would cause the girders of the ceiling formwork to collapse, these downward forces are captured by means of bracing means, for example chains, which are fixed to the floor and the ceiling formwork. The stability of the props is thus secured by a bracing system. This bracing system must be applied with precision to ensure the stability of the ceiling formwork. Furthermore, the bracing system considerably affects the accessibility of the room below the ceiling to be concrete-cast. Therefore, the effort required to concrete slanted ceilings is considerably higher than in merely horizontal ceilings.
DD 254 045 A1 discloses a prop head of the inventive kind. This prop head has a hinge mechanism disposed at the end facing away from the concrete ceiling via which it is connected with a prop. When used in formwork for a slanted concrete ceiling, the prop head is offset from the prop, i.e. mounted in a hinged position. In this embodiment, the end of the prop head facing the concrete ceiling is positioned at a slant angle next to the longitudinal axis of the prop, creating overturning torques which may render the concrete formwork unstable.
The invention is based on the task of providing a prop head, and a prop, and concrete formwork which avoid the disadvantages of prior art, wherein in particular the structure of formwork for slanted ceilings is rendered more simple.
This task is fulfilled by the prop head, and the prop, and the concrete formwork according to the independent claims. The dependent claims are preferred embodiments of the invention.
The prop head in accordance with the invention has an end piece which faces the concrete ceiling and of which the longitudinal axis extends substantially perpendicular to the plane of the concrete formwork. Girders of a ceiling formwork are fixed to this end piece, for example by clasping, when the ceiling formwork is mounted, in such a way that the girders are firmly connected with the end piece. The prop head comprises a hinge mechanism at the end piece end facing away from the concrete ceiling. This hinge mechanism is used to position the longitudinal axis of the end piece in hinged positions of the hinge mechanism relative to the longitudinal axis of the prop in swiveled positions. The hinged positions are lockable by means of fastening means, preferably on the hinge mechanism.
This ensures that the props of concrete formwork can be placed perpendicular on the floor, i.e. the surface on which they rest, while maintaining the longitudinal axis of the end piece also in a perpendicular position relative to the plane of the formwork for a slanted concrete ceiling. The hinge angle of each hinged position tallies with the angle of inclination of the slanted concrete ceiling at the point where the respective prop is positioned. Locking the hinged positions allows the entire concrete formwork to be constructed in a rigid manner. Horizontal loads caused by slanted props are thereby avoided. Concrete ceiling formwork with prop heads in accordance with the invention is therefore a substantially rigid body with a slanted surface and corresponding stability. When using prop heads in accordance with the invention to mount formwork for slanted ceilings, the mounting process does not require considerably more effort than mounting formwork for exclusively horizontal concrete ceilings, since only the hinge angle of the prop heads must be adjusted in accordance with the incline of the concrete ceiling, and no additional bracing of the ceiling formwork is required to stabilize it.
According to the invention, a load-introducing center of gravity formed by the end piece end facing the concrete ceiling essentially lies on a straight line encompassing the longitudinal axis of the prop in the hinged positions.
A load-introducing center of gravity or central point formed by the end piece end facing the concrete ceiling therefore essentially lies on a line encompassing the longitudinal axis of the prop in the hinged positions. The load introductions and/or load-introducing areas in this case are the regions at the prop head where the weight which comes from the ceiling of the formwork to be concrete-cast itself is applied to the prop head, i.e. at the point where girders of the ceiling formwork are and/or will be fixed to the prop head and/or at a center of gravity where the girders are and/or will be fixed to the prop head.
This feature of the prop head causes the forces occurring to act vertically on the props to which the prop heads in accordance with the invention are mounted and/or fixed. There are no substantial overturning torques.
In a particularly preferred embodiment, the hinge mechanism has a skid forming a segment of a circle and a profile element which guides the skid. The profile element can be shifted as if on a rail and/or the skid can be moved accordingly in the profile element. In equal loads, the load-introducing center of gravity is between the two load-introducing points. This load-introducing center of gravity is preferably the center of a circle which is defined by the segment of a circle formed by the skid. If the center of the circle is on the prop axis, no off-center loads are introduced in the prop in any hinged position.
The skid is advantageously configured at the end piece end facing away from the concrete ceiling and the profile element structured and disposed to be mounted to the end of the prop facing the prop head, for example by means of screw holes, or fixed to the end of the prop facing the prop head, for example by welding. This embodiment is more stable than an embodiment where the profile element is configured at the end piece end facing away from the concrete ceiling, since the skid may thus be fixed to the end piece with its inner surface. In the reverse case, the skid would have to be fixed with its outer surface.
In a preferred embodiment, the cross-section of the skid is pi-shaped and/or the profile element has at least one C-shaped guiding groove. The roof of the pi is formed by the skid itself, while the two legs serve to stiffen the fastening of the skid, in particular at the end piece of the prop head. If the profile element has at least one C-shaped guiding groove, the skid can be shifted in these guiding grooves with precision, since the C-shape is complementary to the segment-of-a-circle shape of the skid.
If the skid is distant in an asymmetrical manner from the longitudinal axis of the end piece facing the concrete ceiling, the space required by the prop head in accordance with the invention can be reduced while the maximum hinge angle remains the same. The more distant part of the skid is then locked in the profile element in a maximum hinged position. Such saving in space helps further improve the accessibility of the room below the ceiling formwork.
In a preferred embodiment, the fastening means comprise screws, wherein the screws can be used to shape the profile element in such a way that the skid is clamped in the profile element. Clamping by means of screws enables simple and very stable fixation of the skid in the profile element in the hinged positions.
In an advantageous embodiment, a scale for indicating hinge angles between the longitudinal axis of the end piece and the longitudinal axis of the prop in the hinged positions is provided. This ensures that the prop heads in accordance with the invention can be slightly preset before mounting the ceiling formwork. The scale can, for example, be configured at the inner surface of the skid or at its outer edge.
If the prop head is configured as a drop-head, dismounting of the ceiling formwork with prop heads in accordance with the invention is also rendered considerably easier.
For further improvement of stability, the prop head in accordance with the invention may have at least one eyelet for fastening bracing means to secure the concrete formwork.
A prop of formwork for a concrete ceiling in accordance with the invention has a prop head in accordance with the invention at the end facing the concrete ceiling formwork.
In a prop in accordance with the invention, the screws of the fastening means for the prop head are preferably guided through screw holes at an end plate at the end of the prop near to the prop head, which ensures that the prop head is fixed to the end plate without additional screwing being required.
A concrete formwork system with formwork for a concrete ceiling in accordance with the invention comprises at least one prop in accordance with the invention.
In such a concrete formwork system, girders of the concrete ceiling formwork, i.e. girders of panels or grid formwork, for example, are clasped by clasping structures disposed at the ends of the girders which are shaped to complement the clasping mechanisms in the region of the end piece end of the prop head facing the concrete ceiling. This structure is the known structure of formwork for a concrete ceiling, wherein conventional prop heads are simply replaced with prop heads in accordance with the invention. This means that many existing parts can be used to mount such a concrete formwork system.
An embodiment of the invention will be described in more detail below by reference to the figures of the drawing.
a shows a perspective view of formwork for a slanted concrete ceiling in accordance with the invention.
b shows a side view of the formwork for a concrete ceiling as shown in
a shows an enlarged view of the formwork for a concrete ceiling as shown in
The figures of the drawings show a strongly schematic representation of the object in accordance with the invention and must not be understood as being true to scale. The individual components of the object in accordance with the invention are shown in a manner which allows good representation of their structure.
a shows a perspective view of formwork for a slanted concrete ceiling 1 in accordance with the invention, wherein the formwork for a concrete ceiling 1 has a grid formwork system 5 which rests on nine props 2,3,4. The formwork panels to be placed on the grid formwork system 5 to shape the surface of the ceiling to be concrete-cast are not shown in the figure. The ceiling to be concrete-cast is slanted at the back right in the embodiment shown in this figure. The props 2 located at the back in this figure are therefore shorter than the props 4 located at the front in this figure.
a to 3c each show one prop head 17 in accordance with the invention as shown in
b shows an enlarged view of a side view of the left end of formwork for a concrete ceiling as shown in
c shows a cross-section of the region around a prop head 17 as shown in
The screws 30 of the fastening means are guided through screw holes at an end plate 70 of the prop 3 at the end of the prop 3 which is near to the prop head. Thereby, the same screws 30 by tightening of which the profile element in which the skid 22 is guided is shaped, i.e. compressed, to lock the hinged positions fix the prop head 17 to the end plate 70. In the embodiment shown, the screws 30 are screwed into nuts 72 below the end plate 70.
Proposed is a prop head 17 for a prop of formwork for a concrete ceiling, having an end piece 15 which faces the concrete ceiling and of which the longitudinal axis extends substantially perpendicular to the plane of the concrete formwork. The prop head 17 has a hinge mechanism 20 at the end piece 15 end facing away from the concrete ceiling, wherein the longitudinal axis of the end piece 15 can be placed in swiveled positions relative to the longitudinal axis of the prop in hinged positions of the hinge mechanism 20, and wherein the hinged positions are lockable by means of fastening means 30, preferably on the hinge mechanism 20.
A load-introducing center of gravity formed by the end piece 15 end facing the concrete ceiling essentially lies on a line encompassing the longitudinal axis 62 of the prop 2,3,4 in the hinged positions.
The invention is not limited to the above-mentioned embodiments. Rather, a number of variants is conceivable which uses the features of the invention even if the embodiments are of a fundamentally different kind.
Number | Date | Country | Kind |
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10 2006 055 306 | Nov 2006 | DE | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/DE2007/002066 | 11/15/2007 | WO | 00 | 5/18/2009 |
Publishing Document | Publishing Date | Country | Kind |
---|---|---|---|
WO2008/061501 | 5/29/2008 | WO | A |
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Number | Date | Country | |
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20100044548 A1 | Feb 2010 | US |