DE102006001843A1 - Construction and method for a building especially a pigsty has outer and intermediate walls with base support walls and division into adjacent internal spaces - Google Patents

Abstract

A construction for a building, especially a stall especially a pigsty, comprises external walls, intermediate walls (2b,2c), intermediate base support walls (3) and a roof (4). The building in plan view comprises many adjacent spaces with one-piece sidewalls and additional walls if needed. The walls around the spaces, especially the external walls, are higher around the thickness of the base plate (5) than the equally wide, upwards extending additional walls. An independent claim is also included for a production process for the above.

Description

1. Application

The The invention relates to a kit for a building, in particular a stable like a pigsty.

II. Technical background

such Functional buildings are already often made of precast concrete created. It is first - there in As a rule, a cellar is not needed - the floor slab made of cast-in-situ concrete poured, on which then put the wall elements as finished parts and connected together and the roof is put on.

There First, the bottom plate is poured, all must be in the bottom plate existing positioning aids there introduced absolutely correct position and only after curing The bottom plate can begin the construction of the building.

The Base plate itself is only loaded after curing with the weight of the side walls. If this has an effect on the horizontal position of the floor slab, can These effects only after placing the side wall elements and thus also determined only after the creation of the bottom plate become.

Further Difficulties arise when the building occupies a substantially over the entire area of the building having continuous intermediate floor, as in the slatted floor of an animal house, and especially the one below Collection room for feces across from the environment must be sealed.

III. presentation the invention

a) Technical task

It is therefore the object according to the invention, a kit and a method of manufacturing a building, in particular to create a pigsty, which is simple and inexpensive as well fast to handle.

b) Solution of the task

These Task is by the claims 1 and 11 solved. Advantageous embodiments emerge from the dependent claims.

As every concrete prefabricated building kit aims to the finished structure as possible to create quickly, so on the one hand as possible on the other hand, as few assembly steps as possible and work on site.

One of the main differences in the approach to the construction of this kit consists in the founding of the structure different from the prior art:
First, only a few, relatively small area, so-called point foundations are created, which creates the placement of the outer walls and possibly some Zwi under the outer corners of the building and - depending on the dimensions of the building - in the longitudinal course under the outer walls and possibly at the meeting point between Partitions or false floor retaining walls and exterior walls.

On these at the right height created point foundations are then placed the walls concerned and fixed. On the one hand, a fixation takes place relative to the foundation, in particular by special, in the foundation with arranged fasteners such as mandrel receptacles, as well fixing the walls against each other, especially in the upper area, for example by welding on the individual walls therefor arranged welding lugs.

• – jeweils einstückig wenigstens über die gesamte Länge einer der Seiten des jeweiligen Konstruktionsraumes durchgehen,
• – stirnseitig mit dem benachbarten nächsten Wandelement in Umfangsrichtung fest verbunden werden, und
• – in der Höhe über die gesamte Wandhöhe einstückig durchgehend ausgebildet sind, zumindest über diejenige Höhe, in der die Wände aus Betonmaterial bestehen.

In this case, the building is constructed in self-stabilizing box construction, which means that the viewed in the individual view, separated by walls, usually quadrangular, construction spaces of the building are enclosed by wall elements, the

• - in each case in one piece at least over the entire length of one of the sides of the respective construction space,
• - Are firmly connected frontally with the adjacent next wall element in the circumferential direction, and
• - Are integrally formed continuously in height over the entire wall height, at least over that height in which the walls are made of concrete material.

In Seen from the viewpoint, each of the rectangular design spaces of four adjacent, against each other and against the Point foundations fixed, surrounded by intrinsically stable wall elements, which support each other.

The Size, before all the length, each in one piece prefabricated wall elements and thus surrounded by these, boxy construction areas will be as big as possible selected so as big as it's the possibilities the production of prefabricated parts in the concrete plant as well as the transport and the erection of the finished parts at or on the construction site usefully allow.

After this this wall scaffold on the point foundations and is fixed against each other, is with the creation of the base plate, so the sole plate, in situ concrete began.

For this the subsoil is precompressed in the usual way in the area between the outer walls, and the lower altitude range both the outer walls as also already on the dot foundations, so on the same Height like set the outer walls, partitions serves as circumferential lost formwork for the later base plate.

To the Stabilizing the bottom plate is this as usual means in the in-situ concrete Inlaid structural steel, mostly mild steel mesh, reinforced. These reinforcements be before pouring the bottom plate - in the right height above that compacted underground - designed, and in usual Way connected together.

To laying out the reinforcements and before pouring the If necessary, however, the baseplate may need further intermediate walls, as is the case called additional walls also mounted, with its front ends to the walls attached to the already existing wall basic framework, in particular hooked on trained there consoles, made of steel or molded from Concrete can exist.

These Additional walls are dimensioned so that the subsequently to be poured bottom plate under the Bottom edge goes through, so these additional walls with their lower edge later on the later cast, cured Sit on floor plate.

These additional walls also preferably have fastening elements on their lower edge for positive locking Fixation against the later Bottom plate, such as down, in the height range of the bottom plate protruding, thorns, up. In this way, preferably all Walls of the building also for that Retracting a false floor necessary supporting walls, by the bottom plate from only up to the height of the false floor and should support this, even before the to water the bottom plate mounted.

There these partitions and false floor retaining walls in contrast to the previously set walls are only up from the top of the bottom plate, are these additional intermediate walls to the thickness of the bottom plate less high than the previously on the Point foundations set walls.

The Walls, and / or the shelves exist while at least partially, preferably mainly or completely, from Concrete. Furthermore - are far necessary - the Exterior walls already finished with the necessary insulation, preferably on its outside, and / or an outer wallcovering provided, preferably not down to the lower edge of the outer wall, but down only as far as the outer wall later in the finished building rises to the ground.

The Between bottom walls have a low absolute height because they only up to the height of The intermediate floor, usually a column floor, rise up, to support it should serve. In addition, the intermediate floor support walls also act as a guide for the Flow away of manure and faeces towards a longitudinal outer edge the stable in the false floor and possibly the arrangement of mechanical cleaning devices in these flow channels.

To the Laying out the false floor, which usually consists of a variety consists of concrete beams with broadened beam heads, are also for support on a height, the upper edge of the finished building corresponds to the upper edge of the intermediate floor support walls, on the partitions as well arranged the so-called Konsolbänke the insides of the outer walls, So horizontally extending, strip-shaped projections, the preferably in one piece Concrete are formed directly from concrete.

The Concrete beams of the false floor extend from one to the next Intermediate wall in the longitudinal direction and are usually also in one piece of a partition to the next educated.

• – die Erstellung der Punktfundamente,
• – die Montage der Wände, und
• – das Erstellen der Bodenplatte, abgesehen vom weiteren Innenausbau, den Installationen und dem Auflegen des Daches.

As work on site at the construction site, which represent the essential time required in the construction of the building, so are only necessary:

• - the creation of the point foundations,
• - the assembly of the walls, and
• - the creation of the floor plate, apart from the further interior work, the installations and the laying of the roof.

Accordingly is the stable after placing the false floor and inserting Doors and Windows, which is preferably also already in the production the wall elements is done, ready for use.

Since large quantities of liquid manure and excrements are conducted in the intermediate floor in the direction of a discharge point, one of the main problems of such a stable in the sealing of the building body, in particular in the height range of the false floor, relative to the ground to to prevent penetration of these substances into the substrate.

To For this purpose, the vertical joints between the adjacent Exterior walls through permanently elastic material sealed, in particular injected. As a joint material is either a plastic or Betonit used.

On the other hand The horizontal joints between the outer walls and the cast floor slab by means of sealing tapes sealed in the manufacture of the outer walls in these partially with are poured in and out of these towards the building interior, So in the direction of the bottom plate, project and there with the other Part to be poured in the bottom plate with.

A different possibility is in the joints, especially the vertical joints, directly Crimping hoses to insert, so tubes the above the longitudinal extent distributed lateral outlet openings for a liquid or pasty sealing material own, which later, also several times and at longer intervals, by means of high pressure through the compression hoses in the building joints can be pressed and thereby re-seals the joints every time.

The Roof construction is preferably chosen so that the support elements the roof preferably over go through the entire width of the building and as concrete or wood binder elements are made and in the whole placed on the outer walls can be.

c) embodiments

embodiments according to the invention in the following example closer described. Show it:

1 : a view of the foundations,

2 : a view of the substructures in partial section,

3 : a view of the superstructures,

4 a vertical longitudinal section through the center of the building,

5 : Detail views,

6 a vertical longitudinal section through the side area and

7 : a vertical cross-section through the starting area of the finished barn, each without a roof.

3 shows in the supervision of the superstructures first best that the entire stall is substantially symmetrical to the longitudinal direction 8th and the aisle running in this direction 20 is constructed.

Along the aisle 20 extend in the longitudinal direction 8th consecutively on each side the individual areas of use 19a , b, ..., which are used as separate stables.

Here correspond - as well as the 1 can recognize - the individual areas of use the design space defining the construction of the building, which are defined by the fact that each construction space is surrounded by adjoining, the construction space in particular completely enclosing and each one-piece wall elements.

By doing each side of the design space only from a one-piece wall element and does not consist of several wall elements, support each design space surrounding wall elements optimally against each other from the box principle, and therefore form a very stable structure.

The partitions there may be communal walls between two adjoining construction spaces or back on the back set double walls, each of which is assigned to one of the design spaces is.

Like the outside view of the 6b shows, each useful area comprises in the longitudinal direction 8th its own exterior wall element 1c , d and corresponding partitions, so that the number of usable areas 19a , b, c can be selected depending on the wishes of the customer.

The in 3 and 6a right, last usable area 19c has a smaller, in this case only half as long, longitudinal extent as the other useful areas 19a , b, and is also on one side of the aisle 20 again, in the longitudinal direction 8th running, divided into two rooms, namely one to the aisle 20 adjacent office B and the remaining useful area 19c '.

The symmetry of the stable to the longitudinal center is thus broken only by the partitioned office B, as in the longitudinal direction 8th Also look at the exterior view 7b shows, in which it can be seen that even the parting line of the two middle outer wall elements 1a through the middle of the entrance door to the aisle 20 runs.

The illustrations end with the top edge the wall elements, all of which terminate substantially at the same height, and on which the transverse ones 9 running and only in 7a indicated roof trusses 14 which pass from one to the other outer wall and in between on the longitudinal partitions 2c and 2 B lie down, along the aisle 20 run, and on the one hand the roof 4 wear and on the other hand, the cladding, not shown, the gable surfaces of the first and last roof truss 14 ,

The specific internal structure of the stable, namely with an intermediate floor 10 , can best be determined by the vertical, longitudinal direction 8th extending sectional views of the 4 and 6a detect:
There it becomes visible that at a distance above the actual base plate 5 an intermediate floor 10 is located on the later livestock are and stand, and as a so-called slatted floor with a plurality of passages is ausgebil det, through which the fecal matter of the livestock on the bottom plate 5 fall off and be discharged from there.

The intermediate floor 10 consists of a variety of example double T-shaped concrete beams 12 as in the supervision in the 5e shown in the longitudinal direction 8th running and in the transverse direction 9 with their common minds 12a , b close to each other, the entire surface of the false floor 10 form.

The longitudinal extent of the concrete beams 12 is so long (s. 2 ) that they are the longitudinal extent of the shortest usable range 19c covered, while the twice as long usable areas 19a , b two in the longitudinal direction 8th stacked concrete beams 12 longitudinal 8th need, then at their abutting ends, so the concrete beams 12 , on the top of an intermediate support wall 3 rest, which therefore only the height of the distance between the bottom plate 5 and the intermediate floor 10 has.

Accordingly, the stable is constructed as follows:
The first step in the supervision of the 1 illustrated, each about square, dot foundations 13 cast at the same height from Ortberton, as they are arranged under the corner points of the construction spaces and have a sufficiently large footprint to be able to bear the load occurring.

How best that 4a and 6a in vertical section overlooking the outer walls 1 show are on these point foundations 13 in which also fasteners such as mandrel holders 21 are firmly positioned with cast, after curing the walls surrounding the construction spaces and forming the wall framework 1a , ..., 2a , b, c (all walls according to 1 except wall 2 B' ). The positioning is done by from the bottom of the outer walls 1 protruding spines 22 (S. 5c ), in the corre sponding mandrel shots 21 the dot foundations 13 be introduced and center there (or vice versa).

In the upper area are welding lugs on these walls 11 incorporated, which - as in the detailed representations of 5a . 5b shown - with each other, optionally via an intermediate angle 11 ' to be welded.

In addition, now the intermediate wall 2 B' suspended between two adjacent walls, so that their lower edge also depends down to the level of the lower edge of the walls of the wall framework, so interrupts the later approaching bottom plate, but without this partition 2 B' also seated on separate point foundations, because of the small extent.

As the 7a and 6a further show, bear the outer walls 1 on the outside already a ready insulation 24 , preferably as based on the detailed representation of 5f represented, protected with an attachment shell 23 made of concrete, with the between header shell 23 and main plate existing insulating layer 24 circumferentially sealed and protected, preferably also by means of concrete material.

The horizontal joint 16 between the subsequently produced base plate 5 and the outer walls 1a , b, c is doing by means of a sealing tape 19 sealed, as in 5d shown, which from the outer wall 1 at the height of the later base plate 5 protruding in the direction of the building interior and partly in the outer wall 1 is poured in with.

After the wall basic framework stands and is fixed against each other, becomes - after appropriate compression of the underground 7 - on the ground 7 First, the reinforcement for the bottom plate 5 designed.

Subsequently, between the walls of the already existing wall scaffold according to 1 Additional walls suspended between these walls of the basic framework, namely the false floor retaining walls 3 , which should only rise to the height of the later false floor and support it.

These additional walls thus go over the reinforcement and the later base plate 5 by being hung to such a height that its lower edge is approximately at the level of the top of the later produced bottom plate 5 located. Subsequently, the bottom plate 5 poured from cast-in-situ concrete, with the designed reinforcement incorporated therein, with the lowest area of the outer walls 1 and the other walls of the skeleton as a marginal lost formwork for the bottom plate 5 serves.

In the area of the aisle 20 can do the bottom plate 5 ' if desired, to the height of the remaining intermediate floor 10 be set to from the aisle 20 from ground level into the individual utility areas 19a , b and the intermediate floor there 10 to be able to go.

This can also be done for the area of use chosen as office B, which are then the only areas in which the floor panel 5 ' higher.

Accordingly, the bottom plate extends 5 partly also at the meeting points of the partitions 2 with the outer walls 1 manufactured point foundations 13 There, the only additional supportive function for the bottom plate there 5 exercise.

Because the partitions 2 on its two sides and the frontal, ie in the transverse direction 9 running, outsides 1 only on your inside strip-shaped projections, the so-called Konsolbänke 6 , which are used for laying the concrete beams 12 of the false floor 10 serve, these concrete beams must 12 only on the console benches 6 be designed nationwide until the stable - at least in terms of its shell - is functional and the necessary installations can be made.

How best the exterior views of the long side of the 6b and the transverse side of the 7b show, is the level of the bottom plate 5 so deep underground 7 that the intermediate floor 10 later on about the level of the natural environment and accordingly the attachment shell 23 and the insulation 24 on the outer surfaces of the outer walls 1 only above ground level exists.

These figures also show that in the longitudinal direction 8th the outer walls 1 from the same length and in particular the same wall elements 1c consist of the longitudinal extent of a side of one of the construction spaces and here also Nutzbereiche 19a correspond, as well as a shorter last wall element 1d , which is the shorter useful range 19c equivalent.

In the transverse direction, each side is on both sides of the aisle 20 from two wall elements each 1a and 1a 'whose middle fugue in the middle of the entrance door to the aisle 20 abut each other and - especially because of the separate training of one of the useful areas as office B - may have an additional separate entrance door and additional windows.

The detailed representation of the 5f further shows the sealing of two at the corner abutting outer wall elements and the intervening vertical joint 15 :
On the inside of the wall there is a sealing bead 25 placed over the entire vertical height between the two wall panels.

In addition and or instead, in the same joint and a pressure hose 18 be inserted, with the help once after building and if necessary later at greater intervals sealing material by means of high pressure from the side outlets of the pressure hose 18 out into the vertical joint 15 can be pressed.

In this way, especially the space between the bottom plate 5 and intermediate floor 10 to the outside, ie to the ground 7 , sealed all around.

1a, b, c

outer wall

2a, b, c

partition

3

Between supporting wall

4

top, roof

5, 5 '

baseplate

6

Konsolbank

6 '

console

7

underground

8th

longitudinal direction

9

transversely

10

false floor

11

welding lug

11 '

intermediate angle

12

concrete beams

12a, b

Balkenkopf

13

point foundation

14

roof trusses

15

vertical joint

16

Horizontal joint

17

sealing tape

18

pressure hose

19a, b, c

useful region

20

aisle

21

pin receptacle

22

mandrels

23

furring

24

insulation

25

sealing bead

B

office

Claims (17)

Kit for a building, in particular a stable, in particular a pigsty with - external walls ( 1a , b, c); - partitions ( 2a , b, c); - intermediate floor support walls ( 3 ) and - a roof ( 4 ); - The building viewed from the top consists of several adjoining construction spaces whose sides each consist of integrally formed walls, - and optionally in the construction space optionally arranged additional walls, characterized in that the walls surrounding the construction, in particular the outer walls ( 1a , b, c) to the thickness of the bottom plate ( 5 ) are higher than the equally far upstanding additional walls. Kit according to claim 1, characterized in that the kit an intermediate floor ( 10 ) and false floor retaining walls ( 3 ). Kit according to one of the preceding claims, characterized in that the walls surrounding the construction walls of the wall basic framework consoles ( 6 ' ) for laying the ends of additional walls. Kit according to one of the preceding claims, characterized in that the outer walls ( 1a , b, c) on its inside and the partitions ( 2a , b, c) on both sides console benches ( 6 ) for placing the false floor ( 10 ) exhibit. Kit according to one of the preceding claims, characterized in that the walls and / or the intermediate floor ( 10 ) consist at least partially of concrete. Kit according to one of the preceding claims, characterized in that the outer walls ( 1a , b, c) on their outsides with insulation ( 24 ), especially only in the later from the underground ( 7 ) towering height range, are equipped. Kit according to one of the preceding claims, characterized in that the walls on their lower base surfaces with fastening devices, in particular mandrel receptacles ( 21 ), are equipped for positioning and fixing on a counter element. Kit according to one of the preceding claims, characterized in that the walls in their upper region with welding straps ( 11 ) for welding to the welding flap ( 11 ) of an adjacent wall element are equipped. Kit according to one of the preceding claims, characterized in that the intermediate floor ( 10 ) is formed as a slatted floor and from a plurality of T-shaped beams, in particular concrete beams ( 12 ), its length consists in particular of the clear distance between two adjacent partitions ( 2a , b, c). Kit according to one of the preceding claims, characterized in that in the longitudinal direction ( 8th ) extending longitudinal outer walls a length of one or an integral multiple of the length of a bar of the slatted floor plus one thickness of an intermediate wall ( 2a , b, c). Method for producing a building, in particular a stable, in particular a pigsty, with outer walls ( 1a , b, c), - at least one base plate ( 5 ), - partitions ( 2a , b, c), as well as - a roof ( 4 ); with the following steps: a) creation of point foundations ( 13 ) at the outer corners of the barn and possibly at each meeting point between the one-piece walls surrounding a construction space ( 1a , b, ..., 2a, b, c) including arrangement of fastening elements for the walls to be placed thereon in the point foundations (US Pat. 13 ), b) hardening of the dot foundations ( 13 c) placing the walls, in particular with their fastening receptacles, in particular mandrel receptacles ( 21 ), on the fastening elements of the point foundations ( 13 ), d) connecting the adjoining walls enclosing the construction spaces, in particular outer walls ( 1a , b, c), in the upper region of each other, in particular by welding their welding straps ( 11 ) to a wall basic framework, e) laying out the reinforcement for the floor slab ( 5 ) between the walls of the wall frame, f) floating attachment of additional walls, so that the lower edge up to the level of the top of the bottom plate ( 5 ), in particular further partitions ( 2a , b, ...) and the supporting walls ( 3 ) for the false floor, by hanging between the walls of the wall basic framework, g) pouring the base plate ( 5 ) using the lower height range of the walls of the wall framework as lost outer formwork and under the additional walls, h) curing the bottom plate ( 5 ). A method according to claim 11, wherein the stable comprises an intermediate floor ( 10 ), characterized ge indicates that the elements, in particular concrete beams ( 12 ), the intermediate floor ( 10 ) on the braces of the intermediate walls ( 2a , b, c) and / or outer walls ( 1a , b, c). Method according to one of the preceding method claims, characterized in that the vertical joints ( 15 ) between the adjoining outer walls ( 1a , b, c) are sealed by permanently elastic material, in particular injected. Method according to one of the preceding method claims, characterized characterized in that the joint material is a plastic or Betonit. Method according to one of the preceding claims, characterized in that the horizontal joints ( 16 ) between the outer walls ( 1a , b, c) and the cast base plate ( 5 ) by sealing tapes ( 17 ) which is sealed into the outer walls ( 1a , b, c) are partially poured in and out of these towards the bottom plate ( 5 ) protrude and be poured there with their other part with. Method according to one of the preceding method claims, characterized in that the roof ( 4 ) consists of wooden truss elements, which extend over the entire width of the house and are placed as a whole. Method according to one of the preceding method claims, characterized by filling the substrate ( 7 ) down to the level of the other intermediate floor ( 10 ) in the working areas (B, 20 ), in which no intermediate floor is needed and there separate casting a floor plate ( 5 ' ) at the level of the false floor ( 10 ).