OA19152A - Aerated concrete-hybrid construction element. - Google Patents

Abstract

An aeratedconcrete-hybrid construction element 13 comprises a plurality of support structure profiles 2 integrated therein and arranged parallel to one another at a distance from one another. The support structure profiles 2 have a rib 4 running transversely to the plane of the construction element 13, each with a respective support structure limb angled in the same direction away from the plane of the rib 4 and running parallel or approximately parallel to the adjacent outer surface of the construction element 13. The support structure limbs of the support structure profiles 2 are cast into an aeratedconcrete layer 14, 15 extending over the length of the support structure limbs in their juxtaposed arrangement.

Description

Aerated concrete-hybrid construction element *5.

The relates to an aeratedconcrete-hybrid construction element.

‘ *

For the construction of buildings, panel wall and/or ceiling éléments are used as pre-fabricated parts. Several such prefabricated construction éléments designed as wall or ceiling construction éléments are correspondingly matched together and connected to each other locally at the construction site for erecting the building. These construction éléments hâve on their connecting sides complementary profiles that can be designed in the manner of a tongue and groove connection. With such prefabricated construction éléments, buildings can be built in a short time. Due to the possibility of mass producing such construction éléments, they can be produced inexpensively.

Such a wall or ceiling construction element is known from EP 0 808 959 Bl. The construction element known from this prior art has two cover layers spaced apart from one another. The cover layers, which can also be considered as shells, are spaced by a plurality of spaced apart support structure profiles. The support structure profiles hâve a rib which runs transverse to the plane of the construction element. Through this, the distance of the cover layers from one another is defined. Support structure limbs are formed at the ends of the rib which are angled in the same direction. They extend parallel to the planar extension of the cover layers. Two support structure profiles each form a support space, the backs of the profiles facing each other and spaced from each other. Pre-stressablerebars are placed into this space. The support space is then fîlled with normal concrète. These support spaces fîlled with normal concrète form pillars through which the wall-side static loads are transferred to the lower abutment. Each construction element has a plurality of such pillars spaced apart.

The cavity existing between the pillars formed in this way is fîlled with an aerated lightweight concrète. In this construction element, the cover layers also serve to form a formwork, so that the core layers consisting of aerated lightweight concrète can be cast. In addition, the cover layers can take on insulating functions. The static properties of this construction element are defined by the pillar-like supports.

-2These previously known construction éléments are produced by first attaching the support structure profiles to the inside of a cover layer. In a subséquent step, the opposing support structure limbs are connected to the other cover layer. Then the formwork is prepared for the subséquent concrète casting. Subsequently, after the rebar has been introduced into the support spaces, the normal concrète is poured into it. In a subséquent step, the lightweight concrète is poured to form the core layers.

Although these prior art construction éléments used as wall or ceiling construction éléments can be used advantageously, it would be désirable to hâve a construction element of this type available which is not only easier to manufacture, but also improved in terms of its functionality and thus improved in its applicability. Therefore, the object of the invention is to propose such a construction element.

This object is achieved according to the invention by an aeratedconcrete-hybrid construction element with a plurality of parallel and spaced-apart support structure profiles integrated therein, which support structure profiles comprise a rib running transversely to the plane of the construction element, with a respective support structure limb running from the plane of the rib and angled in the same direction and parallel or approximately parallel to the adjacent outer surface of the construction element, wherein the support structure limbs of the support structure profile are cast in an aeratedconcrete layer extending over the length of the support structure limbs in their juxtaposed arrangement.

Under the term aeratedconcrete used in the context of these explanations, what is meant is such concrète that has a lower density compared to normal concrète due to its pores. The pores can be introduced into such an aeratedconcrete by using a blowing agent, so that this aeratedconcrete is a foamed concrète. The use of an aerated or aggregate concreteis also quite possible. Both embodiments are lightweight concrète with a density of typically less than 1,600 kg/m .

In this construction element, the support structure limbs are cast in an aeratedconcrete layer. Such an aeratedconcrete is a lightweight concrète. The support structure profiles are interconnected by the aeratedconcrete layer. Thus, several spaced-apart support structure profiles are located in one and the same aerated

-3concrète layer. In this construction element, it is typicaily provided that at least the support structure limbs arranged on one side of the rib of the support structure profiles are cast in the continuons aeratedconcrete layer in their entirety, while the outwardly-facing surface of the other support structure limbs can be exposed and thus only partially cast into the aeratedconcrete layer. In other applications, the construction element will be designed so that both support structure limbs of the structure support structure profiles involved in the design of the construction element are completely cast in an aeratedconcrete layer. The casting of the support structure limbs into an aeratedconcrete layer facilitâtes production since, compared to the construction element disclosed in EP 0 808 959 Bl, no additional cover layers are required for the production. It is also advantageous that due to the casting of the support structure limbs into an aeratedconcrete layer, the bonding effect between the support structure profiles and the aeratedconcrete layer is significantly improved by the surface connection of the as yet uncured aeratedconcrete to the cast support structure profile parts. This bond can be further improved by joining grooves or other means for joining the support structure profiles with the aeratedconcrete layer. By casting at least the support structure limbs of the support structure profile into the aeratedconcrete layer together with a portion of the adjacent rib, in this construction element both the support structure profiles and the concrète layer are defined statically in their interaction with each other. That is to say, both éléments - support structure profiles and concrète layer - are responsible for the static equilibrium of the construction element and for the loads to be absorbed or transferred by the construction element. Therefore, due to this functionality, such a construction element can also be referred to as a hybrid construction element.

Due to its hybrid character with regard to the static définition, it is an advantage that, in order for such a construction element to meet static requirements, normal concrète which is required for prior art construction éléments to achieve the required static properties, at least in the form of supports, is not required for its production. The construction element can thus be produced with a lower overall weight. To meet the static requirements as a wall or ceiling construction element, it is considered sufficient if the construction element has an average density of its aeratedconcrete layer of 400 to 1200 kg/m³. Normal concrète, however, has a bulk density of about 2500 kg/m³.

-4The advantages in the production of such a construction element are also due to the fact that the support structure profiles are cast into the aeratedconcrete layer. The attachment step or steps for connecting the support structure profiles to the cover layers according to EP 0 808 959 B1 are therefore omitted.

The casting of the support structure limbs into an aeratedconcrete layer opens up the possibilities that the aeratedconcrete layer can be constructed from a single or even a plurality of aeratedconcrete shells, for example two. In the latter case, each support structure limb is cast in its own aeratedconcrete shell. In a construction element in which the support structure limbs of the support structure profiles are cast in each case in an aeratedconcrete shell, the two aeratedconcrete shells may hâve different bulk densifies. For example, it is possible to provide an aeratedconcrete shell with a higher bulk density, while the other aeratedconcrete shell has a lower bulk density. In such an embodiment of the construction element, the primary functionof the aeratedconcrete shell with lower bulk density would be for insulation purposes, especially with respect to thermal insulation, while the aeratedconcrete shell with higher density accounts for a larger proportion of the static load-handling functionality. In the case of a construction element with two aeratedconcrete shells, these can be cast flush against one another. Due to the different bulk density, the aeratedconcrete shell with the lighter bulk density can be applied freshly onto the shell with the higher bulk density and immediately after it has been cast and not yet set. Then, the two cast aeratedconcrete shells bind simultaneously, with the resuit that they bind together in their border area and thereby the bond between the two aeratedconcrete shells is particularly pronounced and there is no recognizable interface in the transition from one aeratedconcrete shell to the other in the set construction element, but only a change in density. In such a construction element with two aeratedconcrete shells, if desired they can also be spaced apart, for example if an insulating layer is to be disposed between the two aeratedconcrete shells. Typically, in such a case, an insulating layer will be used which is sufficiently strong to prevent squeezing this material, at least not appreciably, when walked upon to allow one of the two aeratedconcrete shells to be poured thereon.

To increase the joining of the support structure limbs in the respective aeratedconcrete shell, one or more joining grooves can be provided which are recessed in the direction of the other support structure limbs and which follow the longitudinal

-5length of the support structure profile. According to one embodiment, these grooves are undercut on both sides, for example in the manner of a dovetail. By means of such bosses or impressions on the one hand, the dimensional stability of the support structure limbs is increased. On the other hand, these joining grooves, which are open to the outside, can also be used to insert holders therein, for example holders for pipes, for example of a heating System. The holder and the objects connected thereto, such as the pipes, are then cast together with this support structure limbs in the concrète shell. Also, the rib can be reinforced by such bosses or imprints, increasing its rigidity. In one embodiment, it is provided that the rib is reinforced by a joining groove which foliows the longitudinal length thereof, the groove being designed starting from the back of the rib in the direction of the bend in the support structure limbs. Such a joining groove can be undercut on both sides. In one advantageous embodiment, the width of the joining groove of the rib extends far enough for the edge border of the groove to reach into an aeratedconcrete shell and thus also be cast with it. This has a positive effect on the joining groove between the support structure profile and the aeratedconcrete shell or shells. In addition, the rib and/or the support structure limbs may hâve joining structures acting transversely to the longitudinal extension of the support structure profile.

Within the construction element, the support structure profiles are arranged at a distance from each other. The support structure profiles can be disposed in the same direction to each other, that is: The support structure limbs ail point in the same direction. It is also possible to altemately arrange the support structure profiles with respect to the direction of the bend of the support structure limb. The support structure profiles can also be arranged in such a way to each other - for the purposes of handling such a construction element - that two support structure profiles are connected by a boit with the backs of the structures facing each other. The two support structure profiles are arranged at a smaller distance from each other than to the other adjacent support structure profiles . This boit is disposed in an end portion of the construction element close to the edge, and accessible from the outside. Around the boit, a loop can be placed for lifting the construction element. Typically, such a construction element has one or two such lifting attachment points. Also, regardless of whether connection points are provided in this way, the support structure profiles can be arranged in the manner described above grouped in pairs in the construction element.

-6Such a construction element can be used as a wall construction element or as a ceiling construction element. Depending on the intended design of the construction element, the typically multiple aeratedconcrete shells may be formed in terms of their bulk density. In a design as a ceiling construction element, because of its being factory produced, the ceiling construction element can hâve a uniform curvature in the direction of the longitudinal extent of the support structure profiles, in fact in the opposite direction of the later load direction. This can be achieved by a corresponding design of the formwork table, for example by using a curved steel plate extending along the length of the construction element to be created. This is to be achieved in this way such that when installing such a ceiling construction element in the building to be created, the element tends to sag by its own weight, as is the case with prefabricated ceilings, but is brought into a fiat shape due to the pre-curvature. In this respect, what is avoided by this measure is a bending of ceiling éléments which would otherwise be observed, with the resuit being a non-flat ceiling top.

Due to the spécial properties of this aeratedconcrete hybrid construction element, this can be designed not only as a wall or as a ceiling construction element. Rather, it is also possible to create other building structure construction éléments, such as stairs. According to one embodiment, the support structure profiles which are located within such a stair construction element are arranged in pairs with the backs of the profiles facing each other. The support structure profile pairs are suitable for connecting stair step support structure profiles, one end of which protrudes relative to the support structure limbs and at this end bear the load of a typically angled stair step edge protection profile. This represents an effective protection of the edge of the stairs. This can be cast in the aeratedconcrete layer, with a small open distance to the aeratedconcrete surface or open on the surface.

The invention is described below by means of exemplary embodiments with reference to the accompanying figures. Shown are:

Fig. 1 a schematic horizontal section through a construction element according to a first embodiment,

Fig. 2	an end view of a support structure profile which is used in the construction element of Figure 1,
Fig. 3	a schematic horizontal section through a construction element according to a further embodiment,
Fig. 4	a schematic horizontal section through a construction element according to yet a further embodiment,
Fig. 5	a schematic cross section through a construction element according to yet a further embodiment,
Fig. 6:	a schematic plan view of the upper horizontal narrow side of a further construction element,
Fig. 7	a schematic vertical section through a further construction element,
Fig. 8:	a perspective view of a section of yet another construction element which is designed as a ceiling construction element and
Fig. 9:	a perspective view/view into yet another construction element, designed as a stair construction element.

Tn the illustrated embodiment, a construction element 1 provided as a wall element is constructed of a plurality of spaced-apart support structure profiles 2 made of steel. These hâve a wall thickness of at least 1 mm. In the illustrated embodiment, the support structure profiles are spaced apart by a distance of not more than 600 mm. The support structure profiles 2 are cast in an aerated lightweight concrète shell 3 with a density of 450 kg/m³. The support structure profiles 2 extend through the entire length of the construction element 1, which length is equal to the height of the wall construction element since the construction element 1 is a wall construction element. The support structure profiles 2, of which a supporting structure 2 is shown enlarged in Fig. 2 in an end view, hâve a rib 4 from which a support structure limb 5, 5.1 is bent at each end. The support structure limbs 5, 5.1 are bent in the same direction. The support structure limbs 5, 5.1 run parallel or quasi-parallel to the outside 6, 6.1 of construction element 1. The support structure

-8limbs 5, 5.1 deflected at an angle of 90° are structured by joining éléments. This is a dovetail-shaped joining groove 7, 7.1 made in each support structure limb 5, 5.1 pointing in the direction of the other support structure limb 5.1, 5.2 extending over the entire longitudinal extent of the support structure profile 2 and an end-side bend 8, 8.1 which points to the other respective support structure limbs 5, 5.1. In the rib 4 there is also a joining groove 9 made in the cross-sectional shape of a dovetaiL Due to these joining structures 7, 8, 7.1, 8.1, 9, in this exemplary embodiment the support structure profiles 2 are cast in their entirety in the aerated lightweight concrète shell 3. Because of this bond, the construction element 1 is statically defined in common with the support structure profiles 2 and the aerated lightweight concrète shell 3. Both éléments - support structure profiles 2 and aerated lightweight concrète shell 3 - assume static functions.

Fig. 3 shows a further construction element 10 in which the aerated lightweight concrète layer, which in the exemplary embodiment of Fig. 1 is formed from the aerated lightweight concrète shell 3, is formed from two aerated lightweight concrète shells 11, 12. In each aerated lightweight concrète shell 11, 12, a support structure limb 5, 5.1 of the support structure profiles 2 is cast. The bulk density of the aerated lightweight concrète shells 11, 12 is different, wherein in the illustrated exemplary embodiment, aerated lightweight concrète shell 11 has a higher bulk density than aerated lightweight concrète shell 12. The construction element 10 is provided as a wall construction element. Thus, the static equilibrium of the construction element 10 is defined by the support structure profiles 2 of primarily aeratedconcrete shell 11, while aerated lightweight concrète shell 12 assumes more of a thermal insulation fimction. However, this is involved in the static définition of the construction element 10, but to a lesser extent. In this exemplary embodiment, the bulk density of aerated lightweight concrète shell 11 is about 600 kg/m³ and that of aerated lightweight concrète shell 12 is 350 kg/m³.

To produce the construction element 10, after the support structure profiles 2 are brought into the desired arrangement to each other, first aerated lightweight concrète shell 11, with its higher bulk density, is poured into a corresponding form. Aerated lightweight concrète shell 12 can be cast onto aerate lightweight concrète shell 11 wet on wet. Due to the lower bulk density thereof, it will not mix with the as yet uncured material of aerated lightweight concrète shell 11 or penetrate into

-9it. By the simultaneous setting of the two aerated lightweight concrète shells 11, 12, the connection of the two shells 11, 12 is particularly good.

Fig. 4 shows a further construction element 13 which, just like construction élément 10, has two aerated lightweight concrète shells 14, 15. In contrast to construction element 10, the two aerated lightweight concrète shells 14, 15 are spaced from each other in construction element 13. An insulating material layer 16 is inserted between the two aerated lightweight concrète shells 14, 15, in this embodiment. The bulk densities of aerated lightweight concrète shells 14, 15 correspond to those of aerated lightweight concrète shells 11, 12, wherein aerated lightweight concrète shell 15 is the one with the lower bulk density. The insulating material layer 16 is strong enough to be walked upon and thus suffîciently firm enough to apply the insulating material layer 16 wet on wet after casting aerated lightweight concrète shell 14 and then immediately casting aerated lightweight concrète shell 15. The casting of aerated lightweight concrète shells 14, 15 can thus take place in one step just as in the embodiment of Fig. 3 and without the necessary waiting time for the first cast aerated lightweight concrète shell 14 to harden. As can be seen from Fig. 3, in this exemplary embodiment as well, the support structure limbs 5, 5.1 are completely cast in each case in an aerated lightweight concrète shell 14 or 15.

Yet another embodiment of a construction element 17 is shown in Figure 5. This construction element 17 also has two aerated lightweight concrète shells 18, 19. The construction element 17 is provided as a ceiling construction element. Aerated lightweight concrète shell 18 has a higher bulk density than aerated lightweight concrète shell 19 in the illustrated embodiment, in this case a bulk density of about 850 kg/m³. Aerated lightweight concrète shell 19 has a bulk density of about 500-650 kg/m³. The top 20 of construction element 17 forms the substrate for a floor to be applied thereon, for example a screed. For this reason, the support structure limbs 5 of the support structure profiles 2 used in the design of this construction element 17 are exposed at the tops. Due to the joining grooves 7 which are then also exposed, a spécial joining option is created here for a screed to be applied on the top 20 (not shown).

Holders 21 are placed in individual joining grooves 7.1 of the other support structure limbs 5.1 of the support structure profiles 2 or of each of the same of the ceil

-10ing construction element 17, the holders holding pipes 22 for a piping System for heating. As can be seen from the sectional view of Fig. 5, the holders 21 with the tubes 22 held thereby are cast in aerated lightweight concrète shell 18. As the exemplary embodiment of construction element 17 shows, in the described concept the joining grooves 7, 7.1 présent in the support structure limbs 5, 5.1 serve not only a stiffening, but also additional purposes, which are support purposes in this embodiment. In this ceiling construction element 17, aerated lightweight concrète shell 18 is the lower shell, which serves as a heat radiator in an operation of a heat transfer fluid guided through the tubes 22. In this embodiment, the bulk density is thus also used so that this shell can get a heat radiator fonction. In an analogous manner, the pipes 22 of the pipeline System integrated in aerated lightweight concrète shell 18 can also be used for ceiling cooling. It is understood that the abovedescribed concept of the intégration of pipes or a piping System is also possible in both aerated lightweight concrète shells, as well as the intégration of such a piping System cast in an aerated lightweight concrète shell in connection with the realization of a wall heating System.

In a manner not shown, construction element 17 is slightly curved in the direction of the longitudinal extent of the support structure profiles (in the clamping direction of the ceiling construction element 17), specifically by an amount which corresponds to the length of construction element 17 divided by a factor of 200: L/200 [length unit]. By this curvature, the top 20 of the construction element 17 is slightly convex. As a resuit, the construction element 17, which is designed as a ceiling construction element, is pre-curved to such a degree that a sagging of the same which occurs during installation leads to the top 20 then becoming fiat. A perspective view of another such construction element is described in Figure 9.

Figure 6 shows a further construction element 23. This construction element 23 which is designed as a ceiling construction element is in principle designed similar to construction element 1 of Figure 1. Therefore, like parts are identified with the same reference signs. Construction element 23 differs from construction element 1 in that two support structure profiles 2 are arranged at a doser distance from one another and a release 24 is provided between them near the middle of their rib. The two support structure profiles 2 with their backs facing each other are connected together by a boit 25, wherein the boit 25 extends through the release 24. The exposed shaft of the boit 25 can serve as a connection point for con19152

-11 necting a hoist, such as a loop to lift the construction element 23 with a crâne or the like. Figure 6 shows an example of such a hoist connection point. When construction element 23 only has a single such hoist attachment point, it is located centrally with respect to its length. In many cases, two such hoist connection points will be provided correspondingly spaced apart.

Figure 7 shows a further construction element 26. Construction element 26 is designed as a ceiling construction element and designed in principle in this embodiment similar to construction element 1 of Figure 1. Construction element 26 differs due to the arrangement of its support structure profiles 2 which, as can be seen from this figure, are arranged with their backs facing each other in pairs. Construction element 26 is designed to be bolted to the adjacent walls (shown dashed in this figure). The walls then hâve a grip for accessing the boit head and a tumbuckle. In this embodiment, the mutually facing sides of construction element 26 and the narrow sides of the adjacent walls are protected by a frame profile by means of which a positive lock connection can be made in the transverse direction relative to the height of the walls. For this reason, an opening 27 is provided between the two support structure profiles 2, which are arranged in the figure on the right edge of construction element 26. The opening 27 is provided by a corrugated pipe section within the formwork for casting construction element 26. The corrugated tube insert 28 is part of construction element 26. Through this vertical opening 27 through construction element 26, it is possible to screw the ceiling construction element 26 to its base and/or its upper mount, for example, a wall. Such a construction element connection is primarily useful in buildings that are built in earthquake-prone areas.

Figure 8 shows a further construction element 29, which is designed as a ceiling construction element. In this figure, only a portion of the construction element 29 is shown. This construction element 29 is shown schematically laid out on a substrate and is convexly curved over its span, wherein Figure 8 shows the construction element 29 before it is completely decoupled from a crâne 29 carrying the construction element. The distance of the lower apex 30 from an imaginary line 31 connecting its ends corresponds to the value L/200, wherein L is the length of the construction element 29 in the direction of its span.

-12Due to the hybrid character of the above-described aeratedconcrete construction éléments with respect to the functionality defming the statics thereof, the abovedescribed concept of a construction element design is also suitable for the formation of other construction element embodiments, such as stair construction éléments. Such a stair construction element 32 is shown in Figure 9. Figure 9 shows the construction element 32 in a partial view (upper section) and in a partial view (lower section). The construction element 32 is constructed in accordance with the concept of the intégration of support structure profiles 2 into an aerated lightweight concrète layer 33 already explained in connection with the abovedescribed construction éléments. In the illustrated stair construction element 32, two support structure profile pairs 34 are arranged at a distance from each other. Each support structure profile pair 34 is spaced from the adjacent latéral end of construction element 32. The two support structure profiles 2 of a support structure profile pair are arranged with their backs facing each other and at a distance from each other. Between these, stair step support structure profiles 35 are arranged, namely at an angle to the longitudinal extent of the support structure profiles 2. These serve to support the stair steps 36 to be designed and to support a stair step edge protection profile 37 that is located at the free ends of the stair step support structure profiles 35. The stair step edge protection profiles 37 hâve a width that corresponds approximately to the width of the stair construction element 32. The support structure profile pairs 34 with the stair step support structure profiles 35 held thereby and stair step support structure profile 37 are placed in a suitably prepared formwork before the still flowable aerated lightweight concrète is introduced into a formwork containing the above-described construction éléments. After setting of the aerated lightweight concrète, the stair construction element 32 is completed.

In this construction element 32 the force introduced via the stairs 36 to the construction element 32 is introduced via stair step support structure profile 35 to support structure profile 2 and to aerated lightweight concrète 33 and from this to the substrate supporting stair construction element 32. In this embodiment, the hybrid character of construction element 32 again becomes particularly clear.

The invention has been described with reference to exemplary embodiments. Without departing from the scope of the applicable claims, numerous other possi19152 bilities arise for a person skilled in the art to implement the invention within the scope of the valid claims without these having to be explained in the context of these embodiments.

-14List of référencé symbole

1	Construction element		34	Support structure profile pair
2	Support structure profile	35	Stair step support structure profile
3	Aerated lightweight shell	concrète	36	Stair step
4	Rib		37	Stair step edge protection profile
5,5.1	Support structure limb
6, 6.1	Outside
7, 7.1	Joining groove
8, 8.1	Edge
9	Joining groove
10	Construction element
11	Aerated lightweight shell	concrète
12	Aerated lightweight shell	concrète
13	Construction element
14	Aerated lightweight shell	concrète
15	Aerated lightweight shell	concrète
16	Insulation layer
17	Construction element
18	Aerated lightweight shell	concrète
19	Aerated lightweight	concrète

shell

Top

Hôlder

Pipe

Construction element

Release

Boit

Construction element

Perforation

Corrugated tube insert

Construction element

Apex

Line

Stair construction element

Aerated lightweight concrète layer

Claims (20)

1. Patent daims

   1. A building erected from wall and/or ceiling construction éléments as prefabricated components, characterized in that the construction éléments are aerated concrete-hybrid construction éléments with a plurality of parallel and spaced-apart support structure profiles (2) integrated therein, which support structure profiles (2) comprise a rib (4) running transversely to the plane of the construction element (1, 10, 13, 17, 23, 26, 29, 32), with a respective support structure limb (5, 5.1) angled in the same direction away from the plane of the rib (4) and running parallel or approximately parallel to the adjacent outer surface of the construction element (1, 10, 13, 17, 23, 26, 29, 32), wherein the support structure limbs (5, 5.1) of the support structure profile (2) are cast into an aerated concrète layer (3, 11, 12, 14, 15, 18, 19, 33) extending over the length of the support structure limbs (5, 5.1) in their juxtaposed arrangement and wherein a bond is created due to the surface bond of the aerated concrète to the cast support structure profile parts, and both the support structure profiles and the aerated concrète layer are statically defïned together, in their interaction, with regard to the loads to be absorbed and transferred.
2. 2. The building according to claim 1, characterized in that both support structure limbs (5, 5.1) of the support structure profiles (2) are cast completely in an aerated concrète layer (3, 11, 12,14, 15, 18, 33).
3. 3. The building according to claim 1 or 2, characterized in that the aerated concrète layer has an average bulk density of less than 1600 kg/m .
4. 4. The building according to claim 1, 2 or 3, characterized in that the support structure limbs (5, 5.1) hâve at least one recessed joint groove (7, 7.1) which is recessed in the direction of the other support structure limb (5, 5.1) and follows in the direction of the longitudinal extent of the support structure profile (2).
5. 5. The building according to claim 4, characterized in that the at least one joining groove (7, 7.1) is undercut on both sides.
6. 6. The building according to one of claims 1 to 5, characterized in that the rib (4) has at least one joining groove (9) which foliows in the longitudinal extent of the support structure profile (2).
7. 7. The building according to claim 6, characterized in that the joining groove (9) of the rib (4) is made in the rib (4) in the direction of the bent support structure limbs (5, 5.1).
8. 8. The building according to one of claims 1 to 7, characterized in that the rib and/or the support structure limbs hold joining structures which act transverse to the longitudinal extent of the support structure profile.
9. 9. The building according to one of claims 1 to 7, characterized in that the aerated concrète layer is formed from at least two aerated concrète shells (11, 12, 14, 15, 18, 19) and each support structure limb (5, 5.1) is cast in a separate aerated concrète shell (11,12,14,15,18,19).
10. 10. The building according to claim 8, characterized in that the two aerated concrète shells (14,15) are spaced from each other.
11. 11. The building according to claim 9, characterized in that disposed between the two aerated concrète shells (14, 15) is a firm layer of insulating material (16), in particular.
12. 12. The building according to one of claims 8 to 10, characterized in that the density of the two aerated concrète shells is different.
13. 13. The building according to claim 11, characterized in that the bulk density of one aerated concrète shell is 30-50% greater than that of the other aerated concrète shell.
14. 14. The building according to claim 9 or 10, characterized in that the construction element (23) has at least two support structure profiles (2) with their backs facing one another and spaced apart by a smaller amount than the spacing from the adjacent support structure profiles (2), the ribs of the

    -18se two support structure profiles (2) being connected together by a transverse boit (25) extending through a release (24).
15. 15. The building according to claim 3 or 4, characterized in that fixed in at least some of the joining grooves (7.1) are holders (21), such as pipe holders.
16. 16. The building according to one of daims 1 to 15, characterized in that the construction element (17, 29) is uniformly curved in the direction of the longitudinal extent of the support structure profiles (2).
17. 17. The building according to claim 16, characterized in that the distance of the lower apex of the curved construction element (17) from an imaginary line connecting the ends thereof corresponds to the value L/200, where L is the length of the construction element (17) in the direction of the longitudinal extent of the support structure profiles (2).
18. 18. The building according to one of daims 1 to 9, characterized in that the construction element is designed as a stair construction element (32) and has at least two support structure profile pairs (34) arranged at a distance from one another, the support structure profiles (2) of said pairs being arranged with the backs thereof facing each other at a distance, wherein stair step support structure profiles (35) are disposed between the support structure profiles (2) of a support structure profile pair (34 ) at a distance of the height of the stair steps (36) and are connected to the support structure profiles (2).
19. 19. The building according to daim 18, characterized in that an edge protection profile (37) is disposed at the free ends of the stair step support structure profiles (35) extending over the width of the stair construction element (32).
20. 20. An aerated concrete-hybrid construction element for erecting a building made of such construction éléments, characterized in that the aerated concrete-hybrid construction element has the features of one or more of daims 1 to 19 relevant to such a construction element.