DE102010006156A1 - Dry masonry wall for massive construction on supporting base, has components arranged on carrier element in brick course, where carrier element is fixed on base - Google Patents

Abstract

The dry masonry wall (1) has components (13) arranged on a carrier element (6) in a brick course, where the carrier element is fixed on a base (2). Multiple brick courses are arranged one above the other. The carrier element is assigned between the respective brick courses. The carrier element fixes and supports the components.

Description

The invention relates to a construction for a arranged on a base dry masonry for the construction of a massive structure.

The invention is applicable on the one hand for the construction of load-bearing and load-bearing wall constructions of a solid structure without the use of binders, such as mortar, adhesive or the like.

In addition, the invention is also applicable, for example, for resilient and non-loadable intermediate or partition walls for the production of various spaces within a building or building.

It is known from the prior art to erect load-bearing or non-load-bearing wall constructions in brick-composite construction with the aid of a suitable binder.

An appropriate masonry usually arises by layered, horizontal and flush laying of bricks in mortar.

The mortar compensates on the one hand inaccuracies, closes gaps between the bricks and on the other hand connects the bricks firmly together to form a uniform masonry body, which forwards the pressure absorbed from above evenly down to achieve a required wall construction load capacity.

In addition, it is known to use concrete, which introduced in approximately liquid form at the site of the building to be built to form corresponding wall construction between suitable formwork and wherein after curing of the concrete and removal of the casing, the wall construction is used accordingly.

To simplify the construction, reducing costs and shortening the construction time is out of the DE-PS 239961 a viable timber framework association with between two vertically arranged rows of stones and vertically switched pontics known, the intermediate members made of angle right to the wall surface and are not sustainable per se wood elements.

From the DE 20015300 U1 a masonry is known, which is formed with at least two prefabricated wall panels and a plurality of rows of blocks arranged one above the other, wherein in at least one located between superposed rows of blocks storage joint over the entire length of the rows of blocks extending reinforcing rods are arranged. The blocks are connected with mortar and partially vertically with reinforcing bars.

From the DE 20120286 U1 is a masonry for the construction of a building wall using several mortar associated masonry segments known.

The DE 102007030176 A1 describes an earthquake-resistant, load-bearing masonry construction, which consists of several superimposed and juxtaposed, filled with bulk containers with a bottom and vertically circumferentially extending side walls.

From the DE 60105664 T2 Furthermore, a dry stackable brick for erecting heavy-duty masonry for a building is known.

A disadvantage in the construction of a building in brick construction of the mentioned types consists in a high material and time, and also skilled craftsmen are required for the production of the same.

Another disadvantage here and in the mentioned other construction methods is also that when using mortar and concrete casting time consuming formwork and on the other hand relatively large amounts of water must be used, which additionally require a long drying and curing process, thereby completing and usability of the corresponding Building is delayed.

A constructed with bulk masonry structure construction requires a comparatively large footprint, consuming measures for connection and isolation of respective masonry parts and the roof structure, which is why such structures are preferably used in climatically warmer and also earthquake-prone areas.

The invention has for its object to provide for a building a wall construction, which makes it possible to reduce the structural, temporal and material costs to their establishment, and suitable for both solid and load-bearing walls as well as non-supporting partition wall constructions in the building is.

The object is achieved according to the invention with the features of claim 1. Embodiments of the invention are described in the appended subclaims.

With the invention, it is possible in an advantageous manner, both for a massive structure supporting wall structure as well as a non-load-bearing wall structure, for example for partition constructions or the like, without producing any binder.

As a result, compared to the conventional construction method, a substantial simplification of the design and also a shortening of the construction time are achieved, since neither complicated alignment measures are required for the construction of such a structure nor are water-containing binders, such as adhesives or mortars used.

The components are in the correct size in the correct position each binder-free initially on the fixed, lower support member strung together until reaching a predetermined length, and fixed with a arranged in the same position further support member at the top.

In subsequent steps, layers constructed in the same manner are stacked several times in each case in combination with the corresponding carrier elements up to the predetermined overall height.

A built according to the invention, so-called "dry masonry" is stable in itself, high load capacity and fixed, with the arranged in the horizontal direction between the individual layers of components support elements allow exact Bauflucht both horizontally and vertically in a simple manner.

The number of layers to be respectively erected in this case essentially depends on the format or the size of the components used, in particular when using comparatively large-sized components a rapid construction progress can be achieved and the amount of carrier elements to be used can be reduced.

A built with the wall constructions according to the invention structure thus requires neither complex alignment, mortar transport and masonry work nor drying times, which is why such a structure can be completed cost of construction, contrary to previous construction immediately after the establishment of appropriate wall structures in a relatively short construction time.

In addition, another advantage of the invention is that milling or caulking, which can be omitted, for example, for pipe or cable trenches and recesses for controls, such as switches or sockets in each wall.

The majority of the media carriers used in a building constructed with the invention, such as pipelines or electrical cables and the like, can easily be laid in the free spaces between the respective carrier elements, and also between the respective insulating material.

If necessary, these media carriers are easy to fix with little effort in the usual way.

Dry masonry of the type described can also be built contrary to conventional design in the winter or in the cold season with temperatures below freezing, since no frost-sensitive binders are used; appropriate protective measures are only required against the influence of moisture, such as rain or snow.

Finally, there is a further advantage of the invention is that dry masonry produced by the invention can be dismantled and implemented easily and without rework or the like expenses.

A re-installation of respective dry masonry is therefore possible elsewhere without any rework in the same way as described above, with a relatively minimal effort.

The invention will be explained in more detail with reference to an embodiment and a drawing. In the accompanying drawing show:

1 a partial section through a drywall masonry with pad according to the invention along the section line AA in 2 ;

2 a side view of a dry masonry with a recess and

3 the top view of possible dry masonry connections.

In the 1 is a dry masonry according to the invention along the line AA ( 2 ) in section and with the position 1 characterized.

According to the 1 in conjunction with the 2 and 3 is the dry masonry 1 for the construction of an enclosed space 1.1 on a pad 2 arranged, which may be, for example, a solid foundation, a floor slab or the like supporting ground.

In the 1 is one of concrete in the area of the drawing left edge 3 or similar building material made, elongated fixation 4 arranged here with one in the underlay 2 anchored reinforcement 5 connected is.

Along the fixation 4 , for example, the length L of a dry masonry to be built 1 ( 2 ), is at the top thereof provided in the same length L support element 6 lying flat and in a suitable manner with the fixation 4 firmly connected.

The carrier element 6 has a substantially double-T-shaped cross-section with a lower and an upper web surface 7 and 8th as well as straps 9 and 10 on, on those outside each contact surfaces 11 and 12 are provided.

According to the embodiment here lies the web surface 7 on the top of the fixation 4 on.

On the upper bridge surface 8th are components 13 arranged in a row.

The components 13 are according to the embodiment for the production of a solid dry masonry 1 cuboid ( 2 ), they consist for example of a heavy-duty, artificial brick and are easy to handle.

This makes it possible, for example, to build a smaller structure, such as a family home or the like, predominantly without lifting equipment or other technical aids.

The components 13 usually have the same size upper and lower surfaces 14 and 15 as a support on, with the size of the frontal surfaces 16 and 17 ( 2 ) as well as the side surfaces 18 and 19 are basically the same, but according to their place of use in the dry masonry 1 sometimes have different sizes or are designed to be variable.

On the lower, first carrier element 6 lie the components 13 with their respective lower surface 15 binder-free on the web surface 8th in such a way that the frontal surfaces 16 and 17 , each also without binder, close to each other until the intended length L is reached ( 2 ).

The lower longitudinal edges of the components 13 each lie as free as possible on the straps 9 and 10 the carrier element 6 so that an exactly straight alignment of the components 13 readily possible and a first location 20 of components 13 is formed.

By using, for example, curved support elements curved wall surfaces can be produced in the same way in addition to the described embodiment, if the components are adapted to the curvature.

The components 13 can be at their end faces with a structure, for example in the form of a toothing 21 ( 3 Be provided), whereby an interlocking profile corresponding improved sealing effect of the adjacent components 13 is reached.

As continue in the 1 and 2 recognizable is on the upper surface 14 each one built another location 20 of components 13 below another support element 6 analogous to the first carrier element 6 hung up, which as well as described, with construction elements 13 is occupied according to the length L.

Like from the 1 It can also be seen through the over the side surfaces 18 and 19 of the components 13 protruding straps 9 and 10 between the superimposed support elements 6 each free space 22 and 23 educated.

Depending on the training and size of the straps 9 and 10 can the free spaces 22 respectively 23 by a suitable insulating material 24 be filled with appropriate size and thickness.

At the straps 9 and 10 outside lying existing surfaces 25 are for example to accommodate panels 26 for a design of the wall surface of the enclosed space 1.1 or suitable carriers 27 for a plaster layer 28 , for example, for facade design in the outdoor area, suitable.

In the 2 is a built according to the invention dry masonry 1 shown in side view.

It can be seen that in the same sequence with layers arranged one above the other 20 of components 13 and in each case between horizontally arranged carrier elements 6 as described, the construction of a dry masonry 1 is continued until reaching a planned height.

The upper surfaces 14 the upper layer 20 of corresponding components 13 are finally preferred with a carrier element 6 Covered accordingly in the longitudinal direction and serve for example as a support for a corresponding (not shown) roof construction or ceiling construction for at least one and possible in the manner described, further bullet structure.

Alternatively, it is also possible to use a modified carrier element, which may be designed, for example, U-shaped, in the same way as a support for a ceiling construction.

recesses 29 , which are required for example for windows and / or doors, can be in a dry masonry 1 manufacture according to the invention in a simple manner by excluding a corresponding number of components or removed and the respective support elements as a support element (camber) can be used.

In the 3 are finally exemplary embodiments of compounds of dry masonry 1 shown in plan view.

Like in the 3 on the one hand, are, for example, for producing a rectangular wall connection of dry masonry 1 on the support elements 6 each miter cuts 30 arranged at the appropriate position.

A combination of dry masonry 1 is here with angular, flat retaining elements 31 or similar holding means achieved in abutting surfaces of the respective miter cuts 30 in a suitable manner and position on the support elements 6 , for example on the respective straps 9 ; 10 , are attached.

This makes it possible, on the one hand to form a kind of ring anchors and on the other hand, in the respective layers 20 used components 13 to put together as a whole ( 2 ).

In addition, if necessary, becoming necessary connections between longitudinally abutting carrier elements 6 For example, by means of a connector and / or other suitable holding means stably fixed.

As also in the embodiment according to the 2 are shown, in addition to solid dry masonry constructions in the same way as described, supporting and non-supporting separation or partition walls 32 can be produced according to the invention.

The by appropriate dimensioning and arrangement of respective support elements 33 and components 34 manufactured partition or partition wall 32 For example, at its outer end faces by means of holding elements 31 or the like preferably on some or all of the carrier elements 6 secured accordingly, with panels of the mutual wall surfaces in the same manner as described above, can be arranged.

LIST OF REFERENCE NUMBERS

1

Dry stone

1.1

Constructed room, building

2

Base / bottom plate; floor ceiling

3

Concrete or similar material

4

fixation

5

reinforcement

6

support element

7

Bridge area, below

8th

Bridge area, top

9

belt

10

belt

11

contact surface

12

contact surface

13

module

14

Upper surface

15

Lower surface

16

Front surface

17

Front surface

18

side surface

19

side surface

20

Location of building elements

21

Structure; gearing

22

free space

23

free space

24

insulation

25

area

26

trim; paneling

27

carrier

28

Layer structure; Rendering

29

recess

30

Miter; miter

31

retaining element

32

Sheet / partition

33

support element

34

module

A-A

callout

L

length

QUOTES INCLUDE IN THE DESCRIPTION

This list of the documents listed by the applicant has been generated automatically and is included solely for the better information of the reader. The list is not part of the German patent or utility model application. The DPMA assumes no liability for any errors or omissions.

Cited patent literature

• DE 239961 [0008]
• DE 20015300 U1 [0009]
• DE 20120286 U1 [0010]
• DE 102007030176 A1 [0011]
• DE 60105664 T2 [0012]

Claims (10)

Dry masonry for a solid structure on a supporting base, with a number of substantially cuboidal components with upper and lower surfaces, inner and outer surfaces and (vertical) end faces, characterized in that the components ( 13 ) on a base ( 2 ) horizontally fixed carrier element ( 6 ) in one position ( 20 ), a number of layers ( 20 ) is arranged one above the other, wherein in horizontal alignment between the respective layers ( 20 ) the components ( 13 ) laterally supporting and fixing carrier element ( 6 ) is used binder-free, and wherein the components ( 13 ) on their vertical faces ( 16 ; 17 ) are placed close to each other without binder. Dry masonry according to claim 1, characterized in that on the base ( 2 ) fixed first carrier element ( 6 ) having a predetermined length (L) first a first layer ( 20 ) of building elements ( 13 ), the first layer ( 20 ) on its upper side ( 14 ) of a second carrier element ( 6 ) is fixed in the same position and length (L), and subsequently superposed layers ( 20 ) of building elements ( 13 ) each with a lying between lying support element ( 6 ) up to a predetermined height of the drywall ( 1 ) with a top element covering the carrier element ( 6 ) are arranged as supports. Dry masonry according to claim 1 or 2, characterized in that the support elements ( 6 ) are formed substantially double-T-shaped and are arranged such that their respective lower and upper web surface ( 7 ; 8th ) in horizontal and beyond these straps ( 9 ; 10 ) are in a vertical position. Dry masonry according to one of claims 1 to 3, characterized in that the vertical end faces of the components ( 6 ) are smooth or have a vertical structure ( 21 ) exhibit. Dry masonry according to claim 4, characterized in that the structure ( 21 ) is formed positively. Dry masonry according to one of claims 1 to 5, characterized in that the straps ( 9 ; 10 ) on the surfaces ( 18 ; 19 ) of the components ( 13 ) Free spaces ( 22 ; 23 ) form. Dry masonry according to one of claims 1 to 6, characterized in that the respective lower first carrier element ( 6 ) on the base ( 2 ) or by means of a reinforced concrete mixture ( 3 ) is fixed in a position-oriented manner. Dry masonry according to one of claims 1 to 7, characterized in that the respective surfaces ( 18 ; 19 ) for receiving an insulating material ( 24 ) and lying outside on surfaces ( 25 ) of the straps ( 9 ; 10 ) Carrier ( 27 ) for a plaster layer ( 28 ) or for cladding elements ( 26 ) are arranged. Dry masonry according to one of claims 1 to 8, characterized in that the carrier elements made of wood, a wood composite material or a reinforced, thermally insulated concrete material and the components of artificial stone or a comparable, high-strength material. Dry masonry according to one of claims 1 to 9, characterized in that a drywall connection to form an enclosed space / structure ( 1.1 ) by a respective one of the support elements ( 6 ) arranged at the corresponding position Miter ( 30 ) formed by holding elements ( 31 ) fixed in angular position and wherein the respective layers ( 20 ) of the components ( 6 ) are arranged as / in the composite.

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