DE8207453U1 - Brick for the production of unreinforced or steel reinforced walls and walls - Google Patents

Description

Ar-detector :

Architect Kurt Möller
Kirschrain 12
35g8 Melsungen

DescriptionT sMauerstein for the production of unpaired cder reinforced with steel walls and walls ^ "

description

Retaining walls to secure sloping terrain ζ-B. on local and long-distance roads, ia front garden areas, at driveways to garages etc., free-standing walls (protective walls, sound-absorbing walls, enclosure walls, etc.) as well as basement walls where the minimum wall thickness according to DDi Io53 table 1- is no longer sufficient, are predominantly made of concrete or reinforced concrete produced, although this type of execution is especially true for smaller measures, compared to an execution made of artificial bricks generally requires a greater amount of materials and labor and is more costly.

The reasons for this are primarily that for the execution no stone fountains are found of such artificial stone walls are offered on the market that guarantee versatile use and with which structurally flawless masonry can be used with both Even without reinforcement with steel, it is as simple as possible suitable for handicrafts and, above all, can be produced economically. For the execution of wall constructions in general building construction, however, stands a wide range of man-made bricks are available.

The invention is therefore based on the object of creating bricks, those with their shapes, types, dimensions and strengths for the execution particularly well suited for walls and walls of the types mentioned above are, can be used in a variety of ways and also from building block works with the usual techniques and production methods are economical can be produced. It was another object of the invention but also, instead of the well-known, angular, unwieldy blocks, shapes su find that are handier, more handy and as lighter as possible, and thus Have properties that make the work of the builder easier, more stimulating, to make it more interesting and therefore more humane.

The object is achieved according to the invention in that for the brick ne approximated double T shapes are created, with dimensions that

are adapted or adapted to the dimensions in the Kochbau (DHi 4172) can be and with which when moving or when bricking up in the core area due to the special cross-sectional structure Chambers, teeth and staggered joints result in the subsequent introduction a possibly, steel reinforcement with concrete poured or mortared can be, at the same time through the teeth, chambers and connections intimate, immovable and firm connections between r in-situ concrete or mortar and bricks, so that all the conditions for creating stable and homogeneous masonry.

Regardless of their dimensions, all bricks are almost in the " mer identical, unmistakable, approximated double T-shaped cross-sectional designs and can therefore be moved both among themselves and in connection with other standardized bricks in the association or be walled up.

Exemplary embodiments are shown in the accompanying drawings. _ It show:

Fig. 1 Isometric representation of a double T-shaped brick for wall thicknesses from 24o to approx. 420 mm.

Fig. 2,3 Partial section of a horizontal wall layer made of U.4 wall bricks according to Fig. 1 with chambers and staggered butt joint areas and wall thicknesses ν from 24o to approx. 42o mau brick lengths 375/185 mm.

Figure 5u.6 Cross-section and isometric representation of a double T-shaped brick with a length of 25o / l25 am for Wall thicknesses from 24o to approx. 42o me.

Fig. 7,8 Partial section of a horizontal wall layer made of Maueru.9 bricks according to Fig. 5 and 6 with chambers and staggered butt joint areas for site thicknesses from 24o to approx. 42o mm. Fig. 9 also shows a back wall with bricks according to f Fig. 5 and 6 and the integration of a facing.

Bild Io Isometric representation of a double T-shaped brick with a length of 25o / l25 mm for wall thicknesses from 175 to approx. 3oo mn.

Fig. II, partial section of a horizontal wall layer made of Mauer-12 u. 13 stones according to picture Io with chambers and staggered butt joints ranges for wall thicknesses from 175 to approx. 300 mm.

Fig. 14 Partial section of a horizontal wall layer made of Maueru. 15 stones with thicknesses of 300 and 365 mm and stone lengths of

375/250 mm and 5oo / 375 mm for high loads - image Io

and 17 partial detail of a view and cross-section of a wall Bricks according to Fig. 14 and 15 with layer heights of 125 ma. Examples of an arrangement; of the horizontal steel reinforcements are indicated in cross section.

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Fig. 18 Isometric representation of partial areas of a wall corner made of bricks according to Fig. 5 and 6 with additional bricks (2NF) and the open chambers.

Fig. 19 Partial section of a horizontal wall layer with a rounded one Wall corner made of bricks according to picture 5 and 6. The partial section shows only 1 example of the versatile The bricks can also be used for the construction of round walls.

Walls and walls can be vertical and horizontal, respectively, as well reinforced with steel for vertical or horizontal bending loads will. The steel reinforcements are shown in some of the pictures. The type, scope and arrangement of the steel reinforcement are always based on the static calculations, lim special strengths To achieve this, the bricks could also be reinforced with steel obtain. For the production of the bricks, the standards introduced by the German Institute for Standardization (DIN) ■ relevant. The same applies to the execution of the masonry. Ever According to the required density, the bricks are mainly made of lightweight concrete, normal concrete or heavy concrete.

The bricks are particularly suitable for the execution of so-called dry stone walls, i.e. of walls without mortaring the bricks. With this type of execution, the cavities between the bricks filled with small stones so that the wedging between the teeth creates tensions in the masonry. In this way, a shifting or shifting of the stones is largely ruled out.

The special double T-shaped cross-sectional design with its unmistakable The shape guarantees excellent grip and makes handling the bricks much easier or masonry altogether more interesting and varied.

With brick thicknesses of 175 and 240 mm, wall thicknesses of 175 to approx. 420 mm continuously. The possibility of different levels The wall thickness is particularly important for walls that are partially facing, e.g. with clinker bricks on the plinth surfaces is.

Note: The term "cross-section", even if this is done in connection with other words, refers in all cases to a section parallel to the bearing surface of the stones (horizontal section)

Claims (2)

Applicant's Arcnitekt Kurt Möller Kirschrain 12 Melsungen Description: Brick for the production of unreinforced or steel-reinforced walls and walls. 1. Brick for the production of unreinforced or reinforced with steel walls and walls, characterized in that the cross section (top view) corresponds to an approximate double T, the 2 parallel side parts (outer shells) are of different lengths and the dimensions are largely are adapted to the dimensional order in building construction {DIN 4172), or can be brought into a different dimensional reference system (e.g. module order with module dimensions of 10 cm) while maintaining the basic shape. 2. Brick according to claim 1, characterized in that the abutment surfaces of the side parts (outer shells) recesses (mortar folds) exhibit. 3 Brick according to the preceding claims, characterized in that that the crossbar is shortened within the stone height, or that there are recesses in the crossbar, possibly also in the side parts (outer shells) are arranged.