1. Field of the Invention
The present invention is directed to a compressive force transmitting connection element suitable for the compressive force transmitting connection of a first cast structural component part to a second cast structural component part. A connection element of this kind generically comprises: an insulation body (31) for thermal separation of the first cast structural component part (13, 29) from the second cast structural component part (15), this insulation body (31) being limited by two oppositely located support surfaces (39, 41), wherein the first support surface (39) limiting the insulation body (31) faces the first cast structural component part (13, 29), and wherein the second support surface (41) limiting the insulation body (31) faces the second cast structural component part (15), at least one compression element (33) penetrating the insulation body (31) from the first support surface (39) thereof to the second support surface (41) thereof, and an element for transmitting transverse force.
2. Description of the Related Art
A heat insulating masonry unit is known from EP 2 151 531 A2. The compression elements of this heat insulating masonry unit are constructed from cement mortar, for example, and its heat insulating body preferably comprises glass foam or rock foam. In this instance, a structured surface to which grit is possibly applied serves for transmitting transverse force. A masonry unit of this kind is no doubt satisfactory with respect to heat insulation and with respect to transmission of compressive force, but the technical features suggested in the above-cited document are not persuasive with a view to the transmission of transverse force.
EP 0 338 972 A1 discloses a cantilever slab connection element by which balconies in particular, as an example of cantilever slabs, can be connected to an adjacent floor slab. The known cantilever slab connection element comprises a rectangular insulation body traversed by compression rods which are located one above the other in pairs and which run through the insulation body horizontally. In order to prevent rusting of these compression rods, which are preferably not produced from stainless steel for cost reasons, they are each enclosed by sleeves, and a hardenable material, e.g., a polymer-enhanced mortar, is injected between the sleeves and the compression rods. In one of its possible embodiments, the proposed cantilever slab connection element also has transverse force transmitting members, but they traverse the insulation body so as to be spatially separated from the compression rods.
The subject matter of WO 2010/046 841 A1 is a connection element for building connections in which an insulating body is traversed by reinforcement bars extending diagonally at an angle between 1° and 89° to the vertical which are connected in pairs to a reinforcing plate. Accordingly, the known connection element appears to have exclusively transverse force transmitting elements, since the reinforcing plate is not suitable as a compression element either with respect to its construction or with respect to its inclusion within the above-cited document.
A construction element for heat insulation in masonry is known from DE 94 13 502 U1. While vertical supporting columns of cement mortar which are connected to one another by webs are disclosed as compression elements, the material for the heat insulating bodies comprises rigid foam polystyrene. However, there is no mention made within this document of possible elements for transmitting transverse force.
EP 1 154 086 A2, suggests a heat insulating element for heat flux decoupling between wall part and floor slab, does mention elements for transmitting transverse force. The known heat insulating element can have column-shaped supporting elements having an insulating element filling the intermediate spaces between these supporting elements. Anchor projections in the form of dowels arranged flat on the outer sides of the suggested heat insulating element serve as element for transmitting transverse force and tensile force. This type of known heat insulating element may be feasible with respect to its heat insulation and can perhaps also contain light transverse forces that can occur when a known constructional member of this kind is transported; however, this document does not suggest an approach for a convincing solution to the problem of containing larger transverse forces such as those arising, for example, from systematic earth pressure or wind stabilization on a possible order of magnitude of at least greater than 10 kN/m.
Finally, EP 2 241 690 A2 discloses a connection element for the foundation of concrete structural component parts in which steel reinforced concrete columns and a concrete crossbeam supported by these columns are inserted in an insulation body for the connection of floors which is to be anchored therein. In a possible embodiment form, transverse force transmitting steel bars project downward out of the concrete columns.
Corresponding to known constructions for heat insulation,
As a rule, the required compressive strength of the heat insulation (7) under the floor slab must be greater than 150 kN/m2. The materials commonly used for this purpose are XPS panels, foam glass blocks or foam glass gravel. These are high-quality, compression-resistant materials. High compressive strengths result in lower heat insulating values at lambda>40 mW/mK. The comparatively high heat conductivity at constant thermal insulating power results in greater layer thicknesses and, therefore, higher materials consumption than comparable solutions with interior insulations. Further, the ecology of the building is negatively affected by the high consumption of resource-intensive materials (embodied energy). Nevertheless, for want of alternatives, this type of construction is used for low-energy and passive-house concepts.
The concrete construction (11) according to
In
Proceeding from the prior art evaluated above in the cited documents and shown in
The above-stated object is met by a compressive force transmitting connection element (17) for a compressive force transmitting connection of a first cast structural component part (13, 29) to a second cast structural component part (15), having at least an insulation body (31) for thermal separation of the first cast structural component part (13, 29) and second cast structural component part (15) which are situated above and below the compressive force transmitting connection element (17), this insulation body (31) being limited on the top and on the bottom by two oppositely located support surfaces (39, 41), wherein the first support surface (39) limiting the insulation body (31) faces the first cast structural component part (13, 29), and wherein the second support surface (41) limiting the insulation body (31) faces the second cast structural component part (15). At least one compression element (33) penetrate the insulation body (31) from the first support surface (39) thereof to the second support surface (41).
An element for transmitting transverse force, wherein the proposed connection element (17) is characterized in that the element for transmitting transverse force comprise at least one transverse force transmitting element (35) that continuously runs through the compressive force transmitting connection element (17) in direction from the first support surface (39) of the insulation body (31) to the second support surface (41) of the insulation body (31), and the at least one compression element (33) encloses the at least one transverse force transmitting element (35) over at least part of the circumference thereof.
Other objects and features of the present invention will become apparent from the following detailed description considered in conjunction with the accompanying drawings. It is to be understood, however, that the drawings are designed solely for purposes of illustration and not as a definition of the limits of the invention, for which reference should be made to the appended claims. It should be further understood that the drawings are not necessarily drawn to scale and that, unless otherwise indicated, they are merely intended to conceptually illustrate the structures and procedures described herein.
In the drawings:
a-9e depict compression elements;
a-c depicts transverse force transmitting elements.
Without limiting to these embodiment forms, the first cast structural component part (13, 29) is preferably an element selected from the list comprising concrete floor slab and concrete ceiling slab, while the second cast structural component part (15) is preferably a concrete wall. In these embodiment forms, the transverse force transmitting elements (35) which continuously run through the at least one compressive force transmitting connection element (17) are connected by frictional engagement to the concrete structural component parts (13, 15, 29) in that they are cast integral with the compressive force transmitting connection element (17) on one or both sides. Accordingly, in the installed state the connection element (17) according to one embodiment of the invention is arranged between a concrete floor slab (13) and a concrete wall (15) or between a concrete ceiling slab (29) and a concrete wall (15) so that an efficient thermal separation between the two concrete parts is ensured.
The insulation body (31) which is provided for the thermal separation of the first cast structural component part (13, 29) from the second cast structural component part (15) preferably has a compressive strength of at least 50 kN/m2 allowing a placement of fresh concrete having a height of at least 2 meters to rest directly on the uncovered insulation body (31). It is particularly preferred by the inventors that the insulation body (31) has a compressive strength of greater than 200 kN/m2, particularly preferably greater than 300 kN/m2 or even greater than 500 kN/m2. In a particularly advantageous manner, the insulation body (31) has a stiffness modulus greater than 80 N/mm2, preferably greater than 100 N/mm2 and particularly preferably greater than 150 N/mm2. This has the advantage that the at least one compression element (33) or the constructed plurality of compression elements (33) is supported by the surrounding material of the insulation body (31) and exposed to only especially small shear forces if any. Without limiting exclusively thereto, the materials available for the insulation body (31) are foam glass, expanded hard polystyrene foam (EPS), and XPS. A particularly preferred material for producing the insulation body is foam glass. This has a compressive strength of greater than 200 kN/m2 and a stiffness modulus of greater than 80 N/mm2.
Because of the exposed position of the connection element (17), the insulation body (31) is fashioned from a material that is advisably waterproof and particularly preferably impervious to water vapor, preferably age-resistant and resistant to pests and rot. These requirements are also met to an outstanding degree by the foam glass which is particularly preferred.
According to one invention, the insulation body (31) is penetrated at least by exactly one compression element (33). In such a case, for purposes of the required absorption of compressive forces and shear forces, this compression element (33), if only one such compression element (33) is provided, has a greater extension in the longitudinal axis and transverse axis than would be the case if the insulation body (31) were penetrated by a plurality of compression elements (33) constructed so as to be spaced apart from one another. In this connection, it is preferable that the cross-sectional area of the compression element (33) when there is exactly one compression element (33) penetrating the insulation body (31), or the sum of the cross-sectional areas of the compression elements (33) when there is a plurality of compression elements (33) penetrating the insulation body (31), accounts for 3% to 50%, particularly preferably 4% to 25%, and better yet 4% to 15%, of either the first support surface (39) limiting the insulation body (31) or the second support surface (41) limiting the insulation body (31). When the cross-sectional area of the one compression element (33) or of the plurality of compression elements (33) varies over the length thereof, the minimum cross-sectional area determined at the position of the respective compression element (33) where the cross-sectional area thereof reaches the lowest possible value is the quantity to be taken into account (
The at least one compression element (33) according to one embodiment of the invention which penetrates the insulation body (31) from the first support surface (39) thereof to the second support surface (41) thereof is advantageously produced from steel, stainless steel, fiber reinforced plastic, concrete, fiber reinforced concrete, or another compression-resistant, i.e., substantially non-compressible, material. Preferred materials are concrete, fiber reinforced concrete, and fiber reinforced plastic because the at least one compression element (33) also provides good thermal insulation between the two support surfaces (39, 41) limiting the insulation body (31). The compression element (33) is advisably inserted into the insulation body (31) so as to be free from slippage. This has the advantage that the at least one compression element (33) obtains additional stability through the surrounding insulation body (31).
According to the embodiment examples shown in
The compression elements (33) according to
The embodiment example (F) according to
The at least one compression element (33) or, in case of a plurality of compression elements (33), at least a majority of these compression elements (33) are preferably arranged on the longitudinal center axis (A) (also known in technical jargon as the system axis) of the connection element (17) (see
The at least one compression element (33) penetrating the insulation body (31) from the first support surface (39) thereof to the second support surface (41) thereof should hinder as little as possible the shrinkage process of the concrete structural component parts (13, 15, 29) to be cast because, otherwise, unwanted tensions would result in the cured concrete. In order to accomplish this, it is advantageous and consequently deemed preferable to arrange the at least one compression element (33) flush with at least one of the two support surfaces (39, 41) of the insulation body (31). However, as the case may be, there can be differences in height of approximately less than 5 mm, preferably less than 3 mm, between compression element (33) and the adjoining support surfaces (39, 41) of the insulation body (31). Generally, absence of shrinkage can also be ensured other ways. Above all, constructions such as contraction joints or “deformable” constructions with resilient materials are available for this purpose.
According to one embodiment of the invention, the proposed compressive force transmitting connection element (17) has at least one transverse force transmitting element (35) for transmitting transverse force, continuously runs through the connection element (17) and is enclosed over at least part of its circumference by the at least one compression element (33). By “continuously” is meant within the meaning of the present Application that the transverse force transmitting element (35) passes through the connection element (17) without material gaps. The transverse force transmitting element (35) can comprise a plurality of individual pieces which have been glued, welded or otherwise permanently connected to one another before insertion into the connection element (17). In a particularly preferred manner within the meaning of the present Application, the transverse force transmitting element (35) runs through the connection element (17) in one piece; in other words, the transverse force transmitting element (35) is formed of an individual workpiece which is not composite, but rather extends uninterruptedly.
The transverse force transmitting element (35) is enclosed over at least part of its circumference by the at least one compression element (33) which, within the meaning of the present Application, means that at least one fourth of the circumference of the transverse force transmitting element (35) is directly adjacent to and/or enclosed by the compression element (33) over at least 25% of the length of the compression element (33) measured between the two support surfaces (39, 41) of the insulation body (31). In a particularly preferable manner, the transverse force transmitting element (35) is enclosed over at least one half of its circumference by the at least one compression element (33), which means within the meaning of the present Application that at least one half of the circumference of the transverse force transmitting element (35) is directly adjacent to and/or enclosed by the compression element (33) over at least 25% of the length of the compression element (33) measured between the two support surfaces (39, 41) of the insulation body (31). It is particularly preferable that the transverse force transmitting element (35) is enclosed over its full circumference by the at least one compression element (33), which means within the meaning of the present Application that the transverse force transmitting element (35) is formed within this compression element (33) along the full length of the compression element (33) and is connected to the compression element (33) preferably by frictional engagement and material bonding. Rod-shaped elements (e.g., straight or curved reinforcement bars) and plate-shaped members as well as diverse other profile constructions can be used for the transverse force transmitting element (35).
Within the framework of a first preferred embodiment form, the at least one transverse force transmitting element (35) is rod-shaped and runs through the connection element (17) in a straight line in the middle of the at least one compression element (33) (see (33b) in
Within the framework of a second preferred embodiment form, it is provided that when there is exactly one compression element (33) penetrating the insulation body (31), this one compression element (33) is traversed by a pair of at least two, preferably exactly two, rod-shaped transverse force transmitting elements (35) which is enclosed over at least part of its circumference, particularly preferably even completely, by the one compression element (33). When there is a plurality of compression elements (33) penetrating the insulation body (31), these compression elements (33) are traversed, respectively, by a pair of at least two, preferably exactly two, rod-shaped transverse force transmitting elements (35) which are enclosed, respectively, over at least part of their circumference, particularly preferably even completely, by the corresponding compression element (33) (see (33b) in
Within the framework of this second embodiment form and also in general, it is preferable when the transverse force transmitting elements (35) forming the at least one pair, or the transverse force transmitting elements (35) generally, are angled, at least in some areas, outside the insulation body (31). The angled areas are also designated as extensions (60). In particular, an angling of the extensions (60) has the advantage that the elements provided according to the invention for transmitting transverse forces also ensure transmission of tensile forces so that a construction of this kind allows a particularly stable building construction, particularly a concrete building construction (11), which makes it possible to connect the first cast structural component part (13, 29) to the second cast structural component part (15) in such a way that the transverse forces can also be carried off in diametrically opposite directions.
Further within the framework of this second embodiment form it is preferable when the transverse force transmitting elements (35) forming the at least one pair are constructed so as to intersect in the middle inside the at least one compression element (33) (see (33b) in
With respect to the transverse force transmitting elements (35) which are constructed in a rod-shaped manner so as to intersect, it is preferable when these two transverse force transmitting elements (35) are connected to one another at the point of intersection by frictional engagement, possibly by gluing or welding. It is also conceivable and equally preferable when the two transverse force transmitting elements (35) are fixed at the point of intersection exclusively by the material of the compression element (33) enclosing the two transverse force transmitting elements (35) over at least part of their circumference. In both cases described above and without limiting to possible embodiment forms, the transverse force transmitting elements (35) are each preferably made of a material selected from the list comprising steel, structural steel, stainless steel and fiber reinforced plastic (GRP=glass fiber reinforced plastic, CRP=carbon fiber reinforced plastic), particular preference being given to structural steel and stainless steel. In this instance also, it is provided in a preferred construction that the transverse force transmitting elements (35) project beyond the first support surface (39) facing the first cast structural component part (13, 29) on one side and project beyond the second support surface (41) facing the second cast structural component part (15) on the other side, respectively, by a length in a range from 2 to 100 cm, more restrictedly in a range from 4 to 70 cm, and still more restrictedly in a range from 4 to 50 cm.
Within the framework of this second embodiment the at least one compression element (33) is traversed by a pair of at least two, preferably exactly two, rod-shaped transverse force transmitting elements (35), it is further preferable when the transverse force transmitting elements (35) forming the at least one pair are connected to one another at least once at a distance from one another outside the insulation body (31). This type of connection of the transverse force transmitting elements (35) outside the insulation body (31) can be combined in a particularly preferred manner with the construction in which the transverse force transmitting elements (35) are constructed so as to intersect in the middle inside the at least one compression element (33).
According to a preferred constructional variant, the ratio between transmissible compressive force, chiefly influenced by the compression elements (33), and the transverse force to be transmitted, chiefly influenced by the transverse force transmitting elements (35) and the cleavage strength of the compression elements (33) receiving the latter, measured in transmissible force units, respectively, is greater than 2:1, preferably greater than 4:1, and particularly preferably greater than 5:1. This means that the connection element (17) according to one embodiment of the invention, is capable of transmitting more, particularly preferably substantially more, compressive force than transverse force. The force units that can be transmitted through an element can be determined by loading the elements to failure.
In order to carry off large compressive forces with the least possible penetrations to the structural component part located below, a preferred embodiment which may be combined with all of the embodiment forms and constructional variants suggested above consists in that pressure distributing plates (51) are constructed at the end faces of the at least one compression element (33). These pressure distributing plates (51) are constructed, per requirements, so as to be flush at the outer surface with the support surfaces (39, 41) limiting the insulation body (31) or in a projecting manner relative to the support surfaces (39, 41) limiting the insulation body (31).
Further, when pressure distributing plates (51) are provided it is preferred that the sum of the surfaces of the pressure distributing plates (51) accounts for 20% to 100% of either the first support surface (39) limiting the insulation body (31) or the second support surface (41) limiting the insulation body (31). While the pressure distributing plates (51) are crucial for the height of the freshly poured concrete above the connection element (17) according to the invention and crucial for the freedom in the choice of materials for the insulation body (31), the compression elements (33) chiefly ensure that the structural component part resting on the connection element (17) transmits the resultant compressive force proceeding from the building after the concrete has cured.
The connection element (17) according to the invention can be constructed as a body having a polygonal cross section (e.g., a hexagonal body, an octagonal body) and having two first and second flat sides which are located opposite one another and parallel to one another and which correspond to the two oppositely located support surfaces (39, 41) limiting the insulation body (31) and which are situated parallel to the two support surfaces (39, 41) when pressure distributing plates (51) project out over the support surfaces (39, 41). However, the connection element (17) according to the invention is advantageously constructed as a rectangular body. This has the advantage that the lateral surfaces of the connection element (17) can be flush with the concrete walls (15) resting upon them.
The following Figures will further illustrate the invention.
In the embodiment example according to the invention which is illustrated in
The embodiment example according to one embodiment of the invention illustrated in
The concrete construction (11) according to one embodiment of the invention depicted in
A compressive force transmitting connection element (17) according to the invention is shown in
In the present instance, the insulation body (31) is penetrated by two rectangular compression elements (33a), which are made of concrete in the present case, and by two cylindrical compression elements (33b) which are made of fiber reinforced plastic in this case. The compression elements (33a, 33b) extend between the support surfaces (39, 41) and terminate flush with the latter so as not to hinder the shrinkage process during installation.
The two rectangular compression elements (33a) that sit in the middle on the longitudinal center axis (A) of the connection element (17) are each traversed by a pair of two rod-shaped transverse force transmitting elements (35) which are constructed so as to intersect in the middle inside the respective compression element (33a) and which project out of the first support surface (39) and out of the second support surface (41), respectively, by a length of 35 cm in the present case. In both cases, the two transverse force transmitting elements (35) are connected to one another once at a distance from one another outside the insulation body (31), in the present case underneath the connection element (17).
The two cylindrical compression elements (33b) which are arranged symmetrically on the left-hand side and on the right-hand side of the longitudinal center axis (A) of the connection element (17) are each traversed by a rod-shaped transverse force transmitting element (35) which is therefore enclosed around its entire circumference by an associated compression element (33b). These transverse force transmitting elements (35) also project out of the first support surface (39) and out of the second support surface (41) by a length of 35 cm in this instance.
Thus, while there have shown and described and pointed out fundamental novel features of the invention as applied to a preferred embodiment thereof, it will be understood that various omissions and substitutions and changes in the form and details of the devices illustrated, and in their operation, may be made by those skilled in the art without departing from the spirit of the invention. For example, it is expressly intended that all combinations of those elements and/or method steps which perform substantially the same function in substantially the same way to achieve the same results are within the scope of the invention. Moreover, it should be recognized that structures and/or elements and/or method steps shown and/or described in connection with any disclosed form or embodiment of the invention may be incorporated in any other disclosed or described or suggested form or embodiment as a general matter of design choice. It is the intention, therefore, to be limited only as indicated by the scope of the claims appended hereto.
Number | Date | Country | Kind |
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10191914 | Nov 2010 | EP | regional |
Number | Name | Date | Kind |
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8132388 | Nagy et al. | Mar 2012 | B2 |
20040216404 | Black | Nov 2004 | A1 |
Number | Date | Country |
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678 076 | Jul 1991 | CH |
94 13 502 | Dec 1994 | DE |
297 14 081 | Sep 1997 | DE |
200 08 570 | Sep 2001 | DE |
0 219 792 | Apr 1987 | EP |
0 338 972 | Oct 1989 | EP |
1 154 086 | Nov 2001 | EP |
1 154086 | Jan 2003 | EP |
2 151 531 | Feb 2010 | EP |
2 241 690 | Oct 2010 | EP |
WO 2010046841 | Apr 2010 | WO |
Number | Date | Country | |
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20120144772 A1 | Jun 2012 | US |