EP2929100A1 - Mauerstein, mauersystem und verfharen zum errichten eines mauersystems - Google Patents
Mauerstein, mauersystem und verfharen zum errichten eines mauersystemsInfo
- Publication number
- EP2929100A1 EP2929100A1 EP13807956.1A EP13807956A EP2929100A1 EP 2929100 A1 EP2929100 A1 EP 2929100A1 EP 13807956 A EP13807956 A EP 13807956A EP 2929100 A1 EP2929100 A1 EP 2929100A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- brick
- bricks
- grid
- wall system
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 9
- 125000006850 spacer group Chemical group 0.000 claims abstract description 28
- 239000011449 brick Substances 0.000 claims description 210
- 239000004575 stone Substances 0.000 claims description 25
- 239000004570 mortar (masonry) Substances 0.000 claims description 17
- 239000004567 concrete Substances 0.000 claims description 12
- 239000002689 soil Substances 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims description 7
- 238000004873 anchoring Methods 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 230000008901 benefit Effects 0.000 description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 6
- 239000010410 layer Substances 0.000 description 5
- 239000002969 artificial stone Substances 0.000 description 4
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 230000003287 optical effect Effects 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229920003235 aromatic polyamide Polymers 0.000 description 1
- 239000011469 building brick Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 238000003898 horticulture Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005185 salting out Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
- E04C1/395—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for claustra, fences, planting walls, e.g. sound-absorbing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/12—Walls having neither cavities between, nor in, the solid elements using elements having a general shape differing from that of a parallelepiped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/023—Non-undercut connections, e.g. tongue and groove connections with rabbets, e.g. stepped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/0267—Building elements with the appearance of several bricks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/028—Spacers between building elements
- E04B2002/0284—Spacers between building elements forming a unity with the building elements
Definitions
- the invention relates to a brick for a wall system, comprising an upper part, which comprises the upper side of the brick, and a lower part, which comprises the underside of the brick, wherein the brick at its top and / or on its underside has at least one spacing ,
- the invention also relates to a masonry system, comprising: at least two bricks arranged one on top of the other, and a grate arranged between the at least two bricks arranged one on top of the other, the grate extending from at least one side of the wall anchoring system
- Wall system extends out.
- the invention relates to a method for building a wall system.
- Natural stones are stones that are found in nature, while artificial stones must be produced by special manufacturing processes.
- the artificial stones include, for example, bricks or concrete blocks.
- Dry walls are characterized by the lack of mortar or concrete.
- the single ones Bricks are placed loose on top of each other instead.
- the cohesion of bricks in dry stone walls for example, by the friction between the bricks. This has the consequence that dry walls have a much lower stability than concrete walls. They are therefore hardly suitable as
- Dry stone walls are used, for example, as retaining walls for terracing steep slopes or in horticulture for the enclosure of plant beds or raised beds.
- the permeability of water estimated.
- the stability of dry stone walls can be increased, for example, by the use of specially shaped bricks.
- the cohesion of the bricks is often done in this case by a positive connection, which forms due to the coordinated shape of the bricks.
- the bricks have a projection and a recess, so that the projection of one brick can engage in the recess of the adjacent brick ("tongue and groove principle")
- the filling of the cavities can increase the stability of the wall
- Reinforcement be made of reinforced concrete, for example.
- Bricks which - as described above - are shaped as hollow-stone blocks and form a positive connection with one another, are known, for example, from EP 1 437 448 A1, EP 1 026 334 A2 and EP 0 649 714 A1.
- the described bricks and masonry systems are indeed suitable to increase the stability of dry stone walls. However, they have the disadvantage that the production These bricks is difficult and expensive due to their complex and geometrically complex shape.
- the invention is therefore an object of the invention to provide a brick, a wall system and a method for building a wall system, which allow a favorable production and high stability of the wall.
- top and / or the bottom of the brick are provided according to the invention with at least one spacer, a well-defined distance to the next higher or lower brick can be adjusted and thus a defined joint height can be achieved.
- a spacer is therefore of one
- a defined joint height has the advantage that a precisely determinable space for a desired amount of mortar between two successive bricks can be adjusted. In this way, the connection between two adjacent bricks can be improved. Of particular importance is a precisely defined distance between two adjacent bricks, if not only a connection between these two bricks to be made, but if a component between these two bricks to be attached. Such a component may, for example, be a grid or a net that is to be mortared between the bricks in order to serve as an anchorage in the ground.
- the spacer is shaped so that it allows a safe, tilt stable stacking of bricks. This can be achieved, for example, in addition to a corresponding shape of the spacer, that the
- Brick on its top and / or bottom has a plurality of spacers.
- the use of more than one spacer on an outer surface has several advantages. First arise between the Abstandhaitern open spaces, whose volume can be filled, for example, with mortar. In addition, components that are to be fastened between the bricks can be guided into these free spaces.
- that side of the brick, which is opposite to the spacer is flat.
- the top of the brick should be flat and vice versa. So it should have only one side of the brick one or more spacers. This has the advantage that the bricks can be made very easily. Because to ensure a defined joint height, it is sufficient to provide spacers on one of the two relevant surfaces, so either on the top or on the bottom. The opposite surface can be formed completely flat, so neither protrusions on its entire surface
- the brick on its underside a plurality of spacers, while the top of the brick is completely flat.
- a flat surface also has the advantage that the spacers do not have to be pushed into a predetermined recess of the adjacent brick, but can come into contact with the adjacent brick at any point. In this way, walls can be slightly offset
- the spacers do not extend all the way to the back of the bricks, but maintain a distance from the back. This has the advantage that the spacers completely on the - offset arranged - rest underlying brick and do not protrude beyond its edge.
- the brick has a base at its top and / or on its underside. Under a pedestal is understood a survey that does not extend over the entire top and / or bottom.
- the base is provided on that side of the brick, on which the spacers are provided. This has the advantage that the
- the base Due to the height of the base, the volume of the free space, which adjusts between two adjacent bricks, can be influenced.
- the height of the base should be smaller than the height of the spacer, otherwise the function of the spacer is no longer guaranteed.
- the base holds a defined, constant distance to the front ("visible side") of the brick in. As a result, visually appealing joints can be achieved.For example, even with a drywall the impression of a grout filled with mortar can be awakened.
- Brick are offset relative to each other laterally.
- An offset has the advantage that the contact surface to the laterally adjacent Bricks of a wall is enlarged.
- it is achieved by an offset that not only a vertical contact plane, but in addition a horizontal contact plane between two laterally adjacent bricks of a wall is formed. Larger contact surfaces can be achieved a better connection between these bricks. This can be - for concrete walls - on a larger amount of mortar or - for dry walls - on a larger friction surface.
- the lower part of the brick has an upwardly directed base and / or that the upper part of the brick has a downwardly directed base.
- the base is preferably arranged in the region of the offset, that is to say in that region in which there is no longer any covering of the two parts of the brick.
- the base holds a defined, constant distance to the front of the brick, whereby visually appealing joints are achieved.
- the impression of a grout filled with mortar can be awakened by the base, even in the case of a drywall.
- the brick on its front side on a dummy joint is a joint that does not completely cut through the brick, but only exists in the area of the surface of the brick.
- a dummy joint creates the impression of a "real" joint, that is, a gap between two separate bricks, in addition to its optical advantages a dummy joint has the technical effect that optically separated bricks are mechanically and structurally connected to each other and thus integrally formed This increases the stability of the wall because the same wall size reduces the number of bricks needed and the mass of the individual bricks is larger, and the higher mass increases the pressure between adjacent, stacked bricks What may be desired, for example, in dry stone walls can. In addition, by reducing the number of stones required the construction of a wall can be accelerated.
- the dummy joint between the upper part and the lower part is arranged.
- the dummy joint runs horizontally, ie horizontally. If the two parts of the brick are laterally offset relative to each other, the apparent joint between the two parts of the brick shortens the length of the dummy joint to cover the upper part of the brick and the lower part of the brick.
- a solid stone ie a solid stone without significant cavities, has the advantage that it can be made easier compared to a hollow brick, in addition, solid stones need not be filled when building a wall higher mass of bricks to a higher pressure in the area of
- Dry walls may be desired to increase the stability of the wall.
- Brick is made of concrete.
- the production of artificial stones made of concrete has the advantage of low cost and a more variable shape of the stones.
- Particularly suitable is a concrete of the performance class or
- Concrete mixture are in particular in a low water absorption and a associated with high water penetration, in reduced salting out, in a high weather resistance due to the strength, as well as the possibility to produce particularly dimensionally stable products due to the low w / c value.
- the brick has a recess for the positive connection of a grid.
- a grid In order to increase the stability of a wall, it may be necessary to connect the wall with a flexible, tensile grid, which is anchored in the ground. Alternatively or in addition to a mortaring of the grid in the joints of the wall comes for this purpose, a positive connection of the grid in question.
- the brick - preferably on its back - have a recess.
- the recess preferably has an undercut and may, for example, have the cross-sectional area of a circle from which a small circle segment has been cut off.
- the recess preferably extends transversely and extends over the entire back of the brick, so that the recess has a slot-like opening on the back of the brick and one (partially) circular opening in the rear region of the two side surfaces of the brick.
- the slit-like opening should be smaller than the maximum
- a flexible grid can be guided through the slot-like opening in the recess, are guided there along the inner surface of the recess and then led out again through the slot-like opening from the recess.
- An attachment can be made for example by a rod which is inserted into the side openings of the recess and whose diameter is larger than the slot-like opening. In this way, the flexible grid wraps around the rod and is held in a form-fitting manner in the recess.
- the object is achieved in that the grid is mortared between the bricks.
- the grid between the adjacent bricks is mortared, can a particularly reliable connection between the bricks and the grid can be achieved.
- the bricks can thus transfer particularly high tensile forces on the grid, whereby the grid can allow reliable anchoring of the wall in the ground, especially in dry stone can be significantly increased by a one-sided anchorage in the ground, the stability of the wall.
- Such lattices are also referred to as "geogrids.”
- the mortaring of the lattice has the advantage that even with flat contact surfaces, a firm connection between bricks and lattice can be achieved, so it is not necessary to provide further lugs on the bricks next to the spacer and / or. or
- grouting also includes a compound by other masonry building material composites containing an aggregate (e.g., sand or fine gravel), a binder (e.g., cement or lime), and water.
- aggregate e.g., sand or fine gravel
- binder e.g., cement or lime
- bricks with different formats in particular with a different grid width
- the course of the joints can be influenced by stones with different formats.
- an offset course of the vertical joints can be achieved, which increases the stability of the wall system.
- the grid is made of plastic.
- the grid has high modulus, warmer synthetic yarns or fibers which are surrounded by a protective polymer layer.
- the polymeric protective layer may be aramid and / or Have polyvinyl alcohol.
- the grid is arranged exclusively in horizontally extending joints of the wall system.
- the structure of the wall is facilitated, since the mortar can be easily introduced into horizontal, ie horizontal joints as in vertically extending, so vertical joints.
- an anchoring of the grid in the soil with horizontally extending grids by layering of the Erdreichts is simpler than with vertical grids.
- the grid can be in any horizontal joint or only in some of the horizontally extending joints of the
- the grid exclusively in horizontally extending joints that arise between superimposed bricks, while in horizontally extending joints that arise - due to the offset - between adjacent bricks, no grids are arranged.
- Bricks are mortared only in the area of the grid or that all the joints of the wall system are mortared. By mortar the bricks only in the area of the grid, the wall can be built faster than would be the case with a complete mortaring of all joints.
- the benefits of a drywall e.g. the permeability of water, remain in a only locally occurring mortaring some joints.
- the object is achieved by the following steps: constructing a first row Building bricks, placing a grid on the first row of bricks, applying mortar, building a second row of bricks on the first row of bricks and on the grid, shaking up soil, and anchoring the grid in the ground area.
- the first and second rows may be any two directly
- the first row does not necessarily have to be the bottom row of the wall system.
- the second row has to be the second bottom row of the wall system.
- Bricks and the first layer of landfill are laid and mortared with the bricks. Then the second row of bricks is placed on the first row of bricks and on the grid. Then a second layer of soil is poured up to the height of the second row of bricks and so on.
- FIG. 1b shows the brick shown in FIG. 1a in cross section along the in FIG.
- Fig. Le is a detailed view of the marked in Fig. Lb with Ie area of
- FIG. 2 shows a wall system according to the invention in a perspective view
- FIG. 3 shows a wall system according to the invention in cross-section.
- Fig. La shows a brick according to the invention 1 in front view.
- the illustrated in Fig. La and so far preferred brick 1 is integrally formed and shaped S-shaped.
- the S-shape results from the
- Masonry 1 a lateral offset 4 forms.
- the offset 4 is preferably the same size on the left side of the brick 1 as on the right side and is approximately 80 mm in the brick 1 shown in FIG. 1a.
- the brick 2 is made shallower than the lower part 3 of the brick 1.
- the height 2 'of the upper part 2 in the brick 1 shown in FIG. 1a is about 65 mm; the height 3 'of the lower part 3 is about 85 mm. Accordingly, the total height H of the brick 1 shown in Fig. La amounts to about 150 mm.
- the grid width B of the brick 1 shown in FIG. 1a is approximately 480 mm. Wall bricks with a grid width of 120 mm, 240 mm, 360 mm and 600 mm have also proved themselves.
- the brick 1 has a dummy joint 5, which does not completely cut through the brick 1, but is a notch formed in the area of the surface of the front side of the brick 1.
- the height 5 'of the dummy joint 5 is in the illustrated in Fig. La
- the brick 1 about 8 mm. On its underside, the brick 1 has a base 6 and a plurality of integrally formed on the base 6 spacer 7.
- the height 6 'of the base 6 is about 4 mm; the height 7 'of the spacers 7 is about 7 mm, of which about 4 mm account for the height 6' of the base.
- the spacers 7 thus project about 3 mm beyond the base 6.
- the lower part 3 of the brick 1 has an upwardly directed base 8 with a height 8 '.
- the upper part 2 of the brick 1 in the area shown on the right in Fig. La a downwardly directed base 9 with a height 9 '.
- the sum of the height 8 'and the height 9' corresponds to the brick 5 shown in Fig. La about the height 5 'of the dummy joint fifth
- Fig. Lb shows the wall brick 1 shown in Fig. La in cross-section along the drawn in Fig. La cutting plane Ib-Ib.
- the features of the brick 1 already described in connection with FIG. 1a are identical in FIG. 1b
- the dummy joint 5 has a depth 5 ", which is approximately 20 mm in the case of the brick 1 shown in Fig. 1b.
- the base 6 is arranged on the underside of the brick 1 and keeps a distance 6" to the front ("visible side") of the The distance 6 "is in the brick shown in Fig. Lb 1 about 20 mm and thus corresponds to the depth 5" of the dummy joint 5.
- the spacers 7 hold the front of the brick 1 a distance 7 "a, something is less than the distance 6 "of Socket 6 Fig.
- Lb illustrates due to the sectional view also that it is the brick 1 is a solid solid stone, which - in spite of the optical division through the dummy joint 5 - is integrally formed.
- the total depth T of the brick 1 shown in FIG. 1b is about 200 mm.
- Fig. 1c of the wall brick 1 shown in Fig. La is shown in a plan view, so that the completely flat top of the brick 1 can be seen.
- the dummy joint 5 extends over that area of the brick 1, in which the upper part 2 and the lower part 3 of the brick 1 overlay.
- the base 8 holds a distance 8 "to the front of the brick 1 and extends over that area in which the lower part 3 projects laterally beyond the upper part 2.
- the width of the base 8 therefore corresponds to the offset 4.
- the base 9 stops a distance 9 "to the front of the brick 1 and extends over that area in which the upper part 2 extends laterally beyond the lower part 3.
- the width of the base 9 also corresponds to the offset 4.
- the distance 8 "and the distance 9" correspond approximately to the depth 5 "of the dummy joint 5.
- Fig. Id shows the brick shown in Fig. La 1 in a view from below, so that the complex-shaped underside of the brick 1 can be seen, and on the underside of the brick 1 the base 6 and the spacers 7 integrally formed on the base 6 are particularly clearly recognizable, both the base 6 and the spacers 7 hold a distance 6 "or 7" to the front side of the brick 1.
- the distance 6 correlates to the depth 5" of that not shown in FIG.
- Dummy joint 5 In addition, the base 8 (hidden) and the base 9 are shown in Fig. 1. Both bases 8, 9 maintain a distance 8 "or 9" to the front of the brick 1. The distances 8 "and 9" also correspond to the depth 5 "of the dummy joint 5 not shown in FIG. Fig. Le shows a detailed view of the marked in Fig. Lb with "Ie" portion of the wall block 1. The selected detail shows the dummy joint 5 in an enlarged view.
- the dummy joint 5 shown in Fig. Le has a height 5 'of about 8 mm and a depth 5 "of about 20 mm. The height 5 'is constant in the region of the opening of the dummy joint 5. In the region of the bottom of the dummy joint 5, however, the height of the dummy joint 5 is reduced, wherein an opening angle H of about 30 ° is established.
- FIG. 2 shows a wall system 10 according to the invention in a perspective view.
- the masonry system comprises several bricks 1, which in two
- Each brick 1 has a dummy joint 5, which is arranged between the upper part 2 and the lower part 3 of the brick 1.
- the edge of the wall system 10 is formed by edge or corner stones 11, which have no offset on one side, but have a continuous, flat side surface.
- a grid 12 is placed on the bottom row of bricks 1, a grid 12 is placed on the grid 12, a further series of bricks 1 is arranged.
- the grid 12 is thus arranged between two rows of bricks 1.
- the grid 12 is made
- the grid 12 is exclusively in a horizontal joint, which is formed between superimposed bricks 1, arranged. In contrast, no grids 12 are arranged between the vertically extending joints of the wall system 10. Nor are between horizontally extending joints that arise - due to the offset - between adjacent bricks 1, grid 12 is arranged.
- FIG. 3 shows a wall system 10 according to the invention in cross section.
- the wall system 10 shown in FIG. 3 comprises eight rows of bricks 1, each having a dummy joint 5. Between the rows of bricks 1 also form real joints, the optically scarcely from the dummy joints 5 are different. Between every other row of bricks 1 lattice 12 are arranged. Alternatively, depending on the static requirements, only one grating 12 may be arranged between every third, fourth or fifth row or even less frequently. The grids 12 extend beyond the wall at the back of the wall and are anchored there in the soil 13. In this way, the stability of the wall system 10 is substantially increased.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL13807956T PL2929100T3 (pl) | 2012-12-06 | 2013-12-06 | Cegła murowa do systemu murowego |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102012111873.6A DE102012111873A1 (de) | 2012-12-06 | 2012-12-06 | Mauerstein, Mauersystem und Verfahren zum Errichten eines Mauersystems |
PCT/EP2013/075748 WO2014086957A1 (de) | 2012-12-06 | 2013-12-06 | Mauerstein, mauersystem und verfharen zum errichten eines mauersystems |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2929100A1 true EP2929100A1 (de) | 2015-10-14 |
EP2929100B1 EP2929100B1 (de) | 2017-02-01 |
Family
ID=49779865
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13807956.1A Active EP2929100B1 (de) | 2012-12-06 | 2013-12-06 | Mauerstein für ein mauersystem |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2929100B1 (de) |
DE (2) | DE202012012497U1 (de) |
PL (1) | PL2929100T3 (de) |
WO (1) | WO2014086957A1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JOP20190225B1 (ar) * | 2019-09-26 | 2023-09-17 | Mohammad Ahmad Abumoshref Khaled | جدران بلوك مقاوم للزلازل والحرارة |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US952918A (en) * | 1906-07-24 | 1910-03-22 | Oscar F Mann | Building-block. |
US2336949A (en) * | 1942-07-25 | 1943-12-14 | Norman J Mortimer | Method of molding building blocks |
CH406575A (de) * | 1963-08-20 | 1966-01-31 | Roland Dr Scheuchzer | Verfahren zur Herstellung von Mauerwerk aus Bauteilen und Zwischenlagen aus einem Verbindungsmittel und Hilfsvorrichtung zur Durchführung dieses Verfahrens |
DE8600250U1 (de) * | 1986-01-08 | 1986-04-24 | Bilz, Gerhard, 95180 Berg | Mauerstein |
BE905508A (nl) * | 1986-09-29 | 1987-01-16 | Mermans Jules | Bouwelement. |
US5484236A (en) | 1993-10-25 | 1996-01-16 | Allan Block Corporation | Method of forming concrete retaining wall block |
DE19544462A1 (de) * | 1995-11-29 | 1997-06-05 | Henry Schwitters | Verfahren zum Herstellen einer gleichmäßigen dicken Verbindungsmittelschicht für aneinanderlegbare Bauelemente |
DE29609029U1 (de) * | 1996-05-21 | 1996-07-04 | Ch. Heinrich Gültig GmbH & Co. KG, 74076 Heilbronn | Kunststeinelement |
DE29703008U1 (de) * | 1997-02-20 | 1997-04-10 | Roth, Reiner, 66564 Ottweiler | Betonformstein für Bruchsteinmauern |
US6082067A (en) | 1999-02-08 | 2000-07-04 | Allan Block Corporation | Dry stackable block structures |
DE20003440U1 (de) * | 2000-02-15 | 2000-10-05 | Süberkrüb, Günther, 24890 Stolk | Verblender |
GB0223078D0 (en) * | 2002-10-04 | 2002-11-13 | W J Ladd Concrete Products Ltd | Walling products |
US6948282B2 (en) | 2003-01-09 | 2005-09-27 | Allan Block Corporation | Interlocking building block |
DE202004001058U1 (de) * | 2004-01-24 | 2004-04-22 | Herold, Andreas, Dipl.-Ing. | Fertigteil aus Beton für Stützwände mit Geogitterrückverhängung |
US7147406B2 (en) * | 2004-05-28 | 2006-12-12 | Clack Thomas G | Wall structure for retaining soils |
US7959380B2 (en) * | 2007-10-11 | 2011-06-14 | Pacific Fence-Crete Ltd. | Landscaping system |
-
2012
- 2012-12-06 DE DE202012012497U patent/DE202012012497U1/de not_active Expired - Lifetime
- 2012-12-06 DE DE102012111873.6A patent/DE102012111873A1/de not_active Ceased
-
2013
- 2013-12-06 PL PL13807956T patent/PL2929100T3/pl unknown
- 2013-12-06 EP EP13807956.1A patent/EP2929100B1/de active Active
- 2013-12-06 WO PCT/EP2013/075748 patent/WO2014086957A1/de active Application Filing
Also Published As
Publication number | Publication date |
---|---|
WO2014086957A1 (de) | 2014-06-12 |
DE202012012497U1 (de) | 2013-03-01 |
PL2929100T3 (pl) | 2017-07-31 |
DE102012111873A1 (de) | 2014-06-12 |
EP2929100B1 (de) | 2017-02-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0170113B1 (de) | Baustein | |
EP0039372B1 (de) | Böschungsformstein | |
EP1775388A2 (de) | Verfahren zum Errichten von Mauern aus Ortbeton unter Verwendung von Gabionen | |
EP0234175A1 (de) | Bausatz zur Erstellung von Mauerwerken | |
DE3319645A1 (de) | Mauerstein und verfahren zum errichten einer bewehrten mauer | |
EP2929100B1 (de) | Mauerstein für ein mauersystem | |
EP1054110A1 (de) | Verfahren zur Herstellung einer begrünbaren Aussenhaut einer Erdböschung | |
EP1557498B1 (de) | Fertigteil aus Beton für Stützwände mit Geogitterrückverhängung | |
DE60318137T2 (de) | Hangsicherung mit bewehrter Erde | |
DE8326632U1 (de) | Gittersatz zur Bildung einer Böschungsbefestigung | |
EP1408161B1 (de) | Fertigteil aus Beton für Stützwände mit Geogitterrückverhängung | |
EP1954882A1 (de) | Formstein und bausatz aus formsteinen | |
EP3480368A1 (de) | Kbe-plattenverblendungssystem zur herstellung eines stützbauwerks oder steilböschungsbauwerks | |
AT398994B (de) | Bepflanzbares stützbauwerk und verfahren zu dessen herstellung | |
EP2662498B1 (de) | Fundamentsystem | |
DE4104045C2 (de) | Verfahren zur Herstellung einer vielseitig einsetzbaren Stützwandkonstruktion zur Stabilisierung von Geländesprüngen | |
DE3685881T2 (de) | Stuetzbauwerk und verfahren zum verwirklichen dieses stuetzbauwerks. | |
EP2444564B1 (de) | Mauerelement zum Erstellen einer Mauer, Mauer mit mehreren Mauerelementen, Verfahren zum Errichten einer entsprechenden Mauer | |
EP0198934A1 (de) | Formkörper zur Errichtung von Trockenmauern und Trockenmauer aus derartigen Formkörpern | |
DE20306485U1 (de) | Steinkorb | |
DE8914892U1 (de) | Formstein-Bauelement | |
DE3626117A1 (de) | U-foermiges bauelement und damit hergestellter mauerverband | |
DE102007055342B4 (de) | Verfahren zur Erstellung einer Gittermauer und Gittermauer hergestellt nach dem Verfahren | |
DE102014200301A1 (de) | Mauerelement, Mauersystem und Verfahren | |
DE2921489A1 (de) | Stuetzwand aus beton-formsteinen |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20150428 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
DAX | Request for extension of the european patent (deleted) | ||
17Q | First examination report despatched |
Effective date: 20160810 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20160916 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: AT Ref legal event code: REF Ref document number: 865737 Country of ref document: AT Kind code of ref document: T Effective date: 20170215 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502013006291 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: SCHMAUDER AND PARTNER AG PATENT- UND MARKENANW, CH |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: FP |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170501 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170502 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170601 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170601 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170501 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502013006291 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 5 |
|
26N | No opposition filed |
Effective date: 20171103 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171206 Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171206 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20131206 Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170201 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230515 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20231220 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20231220 Year of fee payment: 11 Ref country code: IT Payment date: 20231221 Year of fee payment: 11 Ref country code: FR Payment date: 20231220 Year of fee payment: 11 Ref country code: DE Payment date: 20231220 Year of fee payment: 11 Ref country code: AT Payment date: 20231222 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20231201 Year of fee payment: 11 Ref country code: BE Payment date: 20231220 Year of fee payment: 11 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20240102 Year of fee payment: 11 |